BIBLIOTECA DE INGENIERÍA
Documentos técnicos y biblioteca de investigación sobre FRP
Lineamientos de diseño, documentos del Prof. Mo Ehsani y del equipo de QuakeWrap, reportes de pruebas de agencias y universidades, y una biblioteca de investigación sobre FRP en columnas, vigas, mampostería, pilotes, tuberías y protección contra explosiones. Filtre por tema y abra cualquier documento en PDF. Los documentos están en inglés.
- Lineamientos de diseño y referencias de especificaciones
- Documentos del Prof. Ehsani desde 1990
- Filtre 400 documentos por tema
EMPIECE AQUÍ
Lineamientos de diseño para FRP adherido externamente
Empiece con la guía de diseño y con las referencias de especificación y aceptación. Los documentos están en inglés. ACI 440.2R-02 fue el PDF más consultado del sitio anterior de QuakeWrap. La edición vigente es ACI PRC-440.2-23, impresa por primera vez en noviembre de 2023 y vendida por ACI en concrete.org. [Confirm with QuakeWrap: keep hosting the 2002 ACI document, or link to the current edition at concrete.org instead.]
SOLICITAR ESPECIFICACIONES Y DETALLES DE DISEÑO- ACI COMMITTEE 440, 2002 ACI 440.2R-02: Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures
- YANG, NANNI, CHEN AND DHARANI, 1999 The Engineering of Construction Specifications for Externally Bonded FRP Composites
- ICBO EVALUATION SERVICE, 2001 Acceptance Criteria for Concrete and Reinforced and Unreinforced Masonry Strengthening Using FRP
- MO EHSANI, 2023 Reusable Form of Infinite Shape and Size: A Sustainable Product for the Repair Industry
- MO EHSANI, CONCRETE INTERNATIONAL, 2025 Tech Spotlight: Evolution of FRP Products for Concrete Repair
Documentos y artículos del Prof. Ehsani y del equipo de QuakeWrap
Mostrando 82 documentos
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Repair, Replace or Encapsulate? A Practical Approach to Rehabilitating Concrete Marina Fingers
By Mo Ehsani, PhD, PE, SE, President, QuakeWrap, Inc., case study, Marina Casa de Campo, La Romana, Dominican Republic, construction June-July 2026.
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¿Reparar, sustituir o encamisar? Rehabilitación de estructuras dañadas por corrosión en ambientes marinos
Por Mo Ehsani y J. Ramon Gaxiola-Camacho, caso de estudio en español, marina Casa de Campo, La Romana, República Dominicana, construcción de junio a julio de 2026.
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Development and Applications of a Multi-Purpose Stay-in-Place FRP Form for Construction and Repair of Structures
By Mo Ehsani, 12th International Conference on Short and Medium Span Bridges, SMSB Vancouver 2026, Vancouver, British Columbia, Canada, August 4-7, 2026.
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Repair of Timber Piles and Pile Caps on the Canadian Rail Bridges with FRP
By Mo Ehsani and Ryan Herbert, 12th International Conference on Short and Medium Span Bridges, SMSB Vancouver 2026, Vancouver, British Columbia, Canada, August 4-7, 2026, Paper SMSB-942.
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Preventing Overtopping of Earth Dams by Increasing Crest Elevation: A Rapid Crest-Raising Concept Using SPiRe®+ FRP Panels
By Mo Ehsani, PhD, PE, SE, F.ASCE, President, QuakeWrap, Inc., concept paper.
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StifPipe®: A Record-Breaking Solution for Detroit’s Critical Sewer Rehab
By Mo Ehsani, PhD, PE, SE, Owen Yan, PhD, and V. Firat Sever, PhD, PE.
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Repair of Marine Infrastructure Using Sandwich FRP Products
By Mo Ehsani, Concrete Repair Bulletin, International Concrete Repair Institute (ICRI), October 2025, 38(5), 29-33.
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Tech Spotlight: Evolution of FRP Products for Concrete Repair
By Mo Ehsani, Concrete International, American Concrete Institute April 2025, 52-56.
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Repair of Timber Piles in Canada’s Rail Bridges
By Mo Ehsani, IABMAS Conference, Copenhagen, Denmark, June 2024.
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An Economical Solution for Repair of Seawalls and Bulkheads
By Mo Ehsani A White Paper, January 2023
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An Economical Solution for Strengthening Concrete Columns
By Mo Ehsani, Concrete International, American Concrete Institute February 2023, 53-57.
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Reusable Form of Infinite Shape and Size: A Sustainable Product for the Repair Industry
By Mo Ehsani. Posted on pilemedic.com, March 2023
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Una solución económica para reforzamiento de columnas de concreto
Por Mo Ehsani, Concreto Latinoamérica, febrero de 2023, pp. 12-19. Traducción al español del artículo de Concrete International (febrero de 2023).
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Flexural Behaviour of Circular Reinforced Concrete Columns Strengthened by Glass Fibre Reinforced Polymer Wrapping System
By Mo Ehsani, Omar Otoom, Weena Lokuge, Warna Karunasena, Allan Manalo, and Togay Ozbakkaloglu, Structures, March 2022, pp. 1326-1348.
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Strengthening Concrete Columns: An Economical Solution for Non-Ductile Frames
By Mo Ehsani, STRUCTURE magazine, July 2022.
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Dry Mockup Verifies Fit, Appearance for Marina Seawall Repair
Job Story Pile Buck, v.36, Sept./Oct. 2020, 26
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FRP Goes Deep and Far
By V. Firat Sever, Ph.D., P.E., BCEE, Tom Pullen and Mo Ehsani, Ph.D., P.E., S.E., Trenchless Technology magazine, May 2020, 32
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How to Repair Large Pipes at Break Point Using FRP Laminates
By V. Firat Sever, Ph.D., P.E., Pipeline Division Manager, QuakeWrap, Inc., Pipeline & Gas Journal, v.247, Oct. 2020
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Innovations in Infrastructure: Construction projects involving bridges, buildings and underground tunnels benefit from breakthroughs in composite materials
By Mary Lou Jay Composites Manufacturing magazine, Sept./Oct. 2020, 10
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New Advances in Repair of Submerged Piles
By Mo Ehsani, Ph.D., P.E., S.E., President, QuakeWrap Inc., and Centennial Emeritus Professor of Civil Engineering, The U. of Arizona, Structural Engineering Institute, San Francisco, Technical Corner newsletter, July 14, 2020
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Nine AEC Virtual Briefings to Prepare for Global Reopening
Video featuring Mo Ehsani, President/CEO of QuakeWrap Inc., International Trade Administration bulletin July 7, 2020
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Port Engineer Interview: Jasper Verstreepen of Vietnam
By Steve Delgado, Marketing Director, QuakeWrap Inc., Pile Buck magazine, May/June 2020, 46
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Steel Sheet Pile Repair Methods
By Paul A. Thomas, PE, MBA, Senior Structural Engineer, QuakeWrap Inc., and Steve Delgado, Marketing Manager, QuakeWrap Inc. The Buck , Deep Foundations And Marine Construction Annual Resource v.3, 2020, 114
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Using FRP for Large Diameter Sewer Rehabilitation
By V. Firat Sever, Ph.D., P.E., Pipeline Division Manager, QuakeWrap, Inc., NASTT Rocky Mountain Chapter, Rocky Mountain Trenchless Journal, 2020, 26
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A New FRP Solution for Reconstruction of Deteriorated Pipes and Culverts
By Mo Ehsani, International No-Dig 2019, 37th International Conference and Exhibition, Florence, Italy, Paper 2328
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Designing an Economical FRP System for Pipeline Rehabilitation
By V. Firat Sever and Mo Ehsani, Pipelines 2019 Conference, ASCE, Nashville, Tennessee, July 2019
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FRP 101: Taking the Mystery Out of Trenchless Repair of Pressure Pipes with Carbon FRP
By Mo Ehsani, International No-Dig 2019, 37th International Conference and Exhibition, Florence, Italy, Paper 2329
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Large Diameter Gravity Sewer Rehabilitation Design
By V. Firat Sever, NASTT 2019 No-Dig Show, Chicago, Illinois, March 2019
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Timber Pile Bridges: A Guide For Timber Piling Specifications, Condition Assessments, Effective Maintenance & Repairs Options (PileMedic photo feature)
By Dr. Daniel Tingley, Ph.D., P.Eng. (Canada), MIEAust, CPEng, RPEQ, Senior Timber Structures Engineer, WRD Jacksonville, FL, Robert Keller, PE (Oregon), Senior Timber Engineer, WRD, Jefferson, OR, Andrew La Spina, B.Eng., Timber Structures Engineer, WRD, Caboolture, QLD, Australia, Pile Buck magazine, July\August 2019, 98
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A New Spin for PreSpun: An Innovative FRP Solution for Strengthening Concrete Cell Phone Towers
By Mo Ehsani, and Milad Moghaddas, Concrete Repair Bulletin, March 2017, pp. 8-11.
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Repair of ASR-Damaged Piles
By M. Ehsani, S. Day, and T. White, Concrete International, April 2017, 61-65 pp.
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Structural Challenge Facing the Wireless Communications Industry: A New FRP Solution for Strengthening Telecommunication Towers
By Mo Ehsani, and Ryan Rimmele, Structure Magazine, December 2016, pp. 22-24.
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Emergency repair of an RC bridge column with fractured bars using externally bonded prefabricated thin CFRP laminates and CFRP strips
By Y. Yang, L. Sneed, M. S. Saiidi, A. Belarbi, M. Ehsani, and R. He, Composite Structures, 133(2015) 727-738
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Experimental Evaluation of Repair Options for Timber Piles
By J.H. Gull, A. Mohammadi, R. Taghinezhad, and A. Azizinamini, Transportation Research Record, TRB, Washington, DC, 2015, pp.124-131, DOI: 10.3141/2481-16
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Repair of Corroded and Buckled Short Steel Columns using Concrete-Filled GFRP Jackets
By A. Kaya, M. Dawood, and B. Genturk, Construction and Building Materials, 94(2015) 20-27
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Repair Systems for Deteriorated Bridge Steel H Piles
By M. Dawood, H. Karagah, C. Shi, A. Belarbi, and C. Vipulanandan, Final Report Submitted to Texas DOT, Technical Report o-6731-1, Univerity of Houston, December 2015, 538 pp.
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Assessment and Evaluation of Timber Piles Used in Nebraska for Retrofit and Rating
By A. Mohammadi, J. Gull, R. Taghinezhad, and A. Azizinamini, Draft Final Report submitted to Nebraska Department of Roads, April 2014, 51 pp.
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Corrugated Metal Pipe Culvert Repair with StifPipe®
Arc Terminal, Mobile, Alabama, completed 2013
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U.S. Army Corps of Engineers Field Operations Guide
By U.S. Army Corps of Engineers Urban Search and Rescue Program, June 2013, 7th Edition, 3rd Printing.
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Repair of Columns with Carbon FRP Laminates
By Mo Ehsani, Majid Farahani, and Eric Raatz, Structure Magazine, January 2012, pp. 35-37.
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StifPipe®: A New 3D-FRP Pipe
By Mo Ehsani, ASCE Pipelines Conference 2012
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A Novel Solution for Restoration of Deteriorated Piles
By Mo Ehsani, and Mark Croarkin, Modern Contractor Solutions, A two-part article published in June and July 2011 issues.
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A Novel Solution for Restoration of Deteriorated Piles
By Mo Ehsani, and Mark Croarkin, Government Engineering Magazine, March-April 2011
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Miami Building First to Benefit from Innovative Pile Jacket
By Mo Ehsani, and Abhi Tipnis, Concrete Repair Bulletin, July/August 2011.
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Seismic Retrofit of Los Angeles County Museum of Natural History
By Mo Ehsani, Concrete Repair Bulletin, May/June 2011.
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StifPipe For Repair of Pipes & Culverts
By Mo Ehsani, July 2011.
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FRP SuperLaminates: Transforming the Future of Repair & Retrofit with FRP
By Mo Ehsani, Concrete International, ACI, March 2010
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Trenchless Emergency Repair of Mile-Long Pipeline with FRP
By Mo Ehsani, and Carlos Pena, Concrete Repair Bulletin, March-April 2010, 8-11.
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Blast Loading Retrofit of Unreinforced Masonry Walls
By Mo Ehsani, and Carlos Pena, Structure Magazine, April 2009, 16-19
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Blast-Retrofit of Building
Mo Ehsani, Carlos Pena, 2009
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Fiber Reinforced Polymer Pipe Lining: Emergency Repair to Penstock Allows Power Plant to Enter Service
By Mo Ehsani, and Carlos Pena, Concrete International, December 2009, 50-53.
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Fort Bragg Barracks Receives Pioneering Force Protection Retrofit (for Blast Loading)
By Erin Barstow, Public Works Digest, May/June 2009, 28
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FRP SuperLaminates Present Unparalleled Solutions to Old Problems
By Mo Ehsani, Reinforced Plastics, August-September 2009
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Rehabilitate Pipelines With Minimal Downtime
By Mo Ehsani and Carlos Peña, Opflow, AWWA, December 2009, 22-25.
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World’s Largest Project on Pipe Renovation with FRP Completed Ahead of Schedule
By Mo Ehsani, and Carlos Pena, Western Society for Trenchless Technology, Trenchless Review, 2009, 29-33
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Fiber Reinforced Polymers, Seismic Retrofit of the McKinley Tower
By Mo Ehsani, Structure Magazine, July 2007, 1-3
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FRP Retrofit of McKinley Tower
Mo. Ehsani Ph.D, P.E, S.E., 2007
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Strengthening of Old Wood with New Technology
By M. Ehsani, M. Larsen, and N. Palmer, Structure Magazine, February 2004, 19-21.
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Modeling Out-of-Plane Behavior of URM Walls Retrofitted with Fiber Composites
Velázquez-Dimas, J.I., and Ehsani, M.R. ASCE Journal of Composites for Construction, 4(4), 172-181., 2000
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Out-of-Plane Behavior of Brick Masonry Walls Strengthened with Fiber Composites
Velázquez-Dimas, J.I., Ehsani, M.R., and Saadatmanesh, H ACI Structural Journal, 97(3), 377-387, 2000
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Behavior of Retrofitted URM Walls under Simulated Earthquake Loading
Ehsani, M.R., Saadatmanesh, H., and Velázquez-Dimas, J.I. ASCE Journal of Composites for Construction, 3(3) 134-142., 1999
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Prediction of Failure Load of RC Beams Strengthened with FRP Plate Due to Stress Concentration at the Plate End
Amir M. Malek, Hamid saadatmanesh, Mohammad R. Ehsani, University of Arizona,Tucson, 1998
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Fiber Composites An Economical Alternative for Retrofitting Earthquake-Damaged Precast-Concrete Walls
Ehsani, M.R., Saadatmanesh, H. Earthquake Spectra, 13(2), 225-241., 1997
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Repair of Earthquake-Damaged RC Columns with FRP Wraps
By Ehsani, Saadatmanesh and Jin, ACI Structural Journal, March-April 1997
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Seismic Retrofitting of Rectangular Bridge Columns with Composite Straps
By Ehsani, Saadatmanesh and Jin, Earthquake Spectra, May 1997
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Shear and Flexural Strengthening of RC Beams with Carbon Fiber Sheets
Tom Norris, Hamid Saadatmanesh, Mohammad R. Ehsani, 1997
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Seismic Retrofitting of URM Walls with Fiber Composites
Ehsani, M.R., Saadatmanesh, H. Journal of The Masonry Society, 14(2), 63-72., 1996
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Seismic Strengthening of Circular Bridge Pier Models with Fiber Composites
By Ehsani, Saadatmanesh and Jin, ACI Structural Journal, November-December 1996
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Concrete Girders Externally Prestressed with Composite Plates
Mohan S. Char, Hamid Saadatmanesh , Mohammad R. Ehsani, 1994
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Strength and Ductility of Concrete Columns Externally Reinforced with Fiber Composite Straps
Saadatmanesh, H., Ehsani, M.R. and Li, M.W. ACI Structural Journal, 91(4), 434-447., 1994
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RC Beams Strengthened with Fiber Reinforced Plastic (FRP) Plates Analysis and Parametric Study
Wei An, Hamid Saadatmanesh, Mohammad R. Ehsani University of Arizona, Tucson, 1991
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RC Beams Strengthened with Glass Fiber Reinforced Plastic (GFRP) Plates Experimental Study
Hamid Saadatmanesh, Mohammad R. Ehsani University of Arizona, Tucson, 1991
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Engineer Says Agency Leaked Idea
Engineering News Record, August 9, 1990, p. 16
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Fiber Composite Plates Can Strengthen Concrete Beams
H. Saadatmanesh, M.R. Ehsani, University of Arizona Tucson, 1990
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Fiber Composite Plates for Strengthening Bridge Beams
Mohammad R. Ehsani, Hamid Saadatmanesh, University of Arizona Tucson, 1990
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High-Temperature Aeration Piping Rehab with FRP
42 in. I.D., 500 ft aeration pipe with a peak operating temperature of 250 degrees F
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Modeling the Out-of-Plane Bending Behavior of Retrofitted URM Walls
J. I. Velázquez Dimas, M. R. Ehsani, J. H. Castorena González, and A. Reyes Salazar 087
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Rehabilitation of Manholes with FRP Composites
By V. Firat Sever, PhD, P.E., Trenchless Technology, NASSCO Report: Manhole Rehab, p. 61
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Rehabilitation of Plaza De Diego Building in San Juan,P.R.,using CFRP
M. Ehsani, University of Arizona, Tucson
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Restoration of Large Diameter Prestressed Concrete Cylinder Pipelines
Submitted by QuakeWrap, Inc., ICRI Award of Excellence, Water Structures category, Concrete Repair Bulletin
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Shear Behavior of URM Retrofitted with FRP overlays
M. R. Ehsani, Member, ASCE, H. Saadatmanesh, Member, ASCE and A. Al-Saidy
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Winter Wonderland Does Wonders to CIPP Renewal of a High-Pressure Gas Main in New Jersey
PipeMedic® laminate repair of a 100-plus-year-old cast iron gas main
Archivo no disponible
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Biblioteca de investigación sobre FRP
Mostrando 329 documentos
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A Fracture Mechanic Approach for Interface Durability of Bonded FRP to Concrete
J.F. Davalos, S.S. Kodkani, I. Ray, and D.M. Boyajian
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A General Method For Deflections Evaluation Of Fiber Reinforced Polymer (FRP) Reinforced Concrete Members
Maria Antonietta Aiello and Luciano Ombres, 2002
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A Guide to the Design and Application of BBR FRP Strengthening Systems
BBR systems Ltd, 2002
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A New Application Of CFRP Fabrics In Earthquake-resistant RC Bridge Piers
M. Saiidi, F. Gordaninejad, B. Gopalakrishnan, and E. Reinhardt, 2002
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A New Punching Shear Equation for Two-Way Concrete Slabs Reinforced with FRP Bars
S. El-Gamal, E.F. El-Salakawy, and B. Benmokrane
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A New Set-Up for FRP-Concrete Stable Delamination Test
C. Mazzotti, M. Savoia, and B. Ferracuti
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Acceptance Criteria for Concrete and Reinforced and Unreinforced Masonry Strengthening using FRP
ICBO Evaluation Service, Inc., 2001
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Acoustic Monitoring of Prestressed Concrete Cylinder Pipe
Matt Wheatley
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Air Force Blast Design Guide for URM
Department of the Air Force, Headquarters Air Force Civil Engineer Support Agency, 2000
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An Improved Composite Anchoring System
Mike Beigay, David T. Young, Janos Gergely, 2002
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An Innovative Ductile Composite Fabric For Strengthening Concrete Structures
Nabil F. Grace,George Abdel-Sayed,Wael F. Ragheb, 2002
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An Integrated FRP Strengthening and Damping System for Multiple Performance Level Seismic Retrofit for RC Columns
Xi Huang Graduate Research Assistant, Dr. Genda Chen, P.E. Associate Professor of Civil Engineering University of Missouri Rolla, 2005
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Analysis of Concrete Bridge Girders Strengthened with CFRP Laminates under Service and Extreme Loading Conditions
Feifei Lu Graduate Research Assistant, Ashraf Ayoub, Ph.D. Assistant Professor of Civil Engineering University of Missouri-Rolla, 2005
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Analysis of Concrete Bridge Girders Strengthened with FRP Laminates under Service and Extreme Loading Conditions
Ashraf Ayoub, Ph.D. Assistant Professor of Civil Engineering, A. Nanni , Ph.D., P.E. Jones Professor of Civil Engineering University of Missouri, Rolla, 2006
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Analysis of Concrete Bridge Girders Strengthened with FRP Laminates under Service and Extreme Loading Conditions (Progress Report)
Lu, Newman and Ayoub, University of Missouri-Rolla, 2006
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Analytical And Experimental Study Of FRP-Strengthened Rc Beam-Column Joints
Costas P., Thanasis C. Triantafillou, 2002
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Analytical Evaluation of RC Beams Strengthened with Near Surface Mounted CFRP Laminates
J.-Y. Kang, Y.-H. Park, J.-S. Park, Y.-J. You,and W.-T. Jung
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Analytical Modeling On Debonding Failure Of FRP-Strengthened RC Flexural Structures
Hedong Niu,Zhishen Wu, 2002
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Analytical Study of Reinforced Concrete Beams Strengthened with Web-Bonded Fiber Reinforced Plastic Plates or Fabrics
Amir M.Malek, and Hamid Saadatmanesh, 1998
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Anchorage System for Externally Bonded FRP Laminates Using Near Surface Mounted FRP Rods
Stephen C. Gose,Antonio Nanni, University of Missouri-Rolla, 2000
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Application of Composites in Infrastructure: Part I and II (a brief report on materials and construction)
P.R. Chakrabarti, D Millar and S Bandyopadhyay, 2002
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Application of Composites in Infrastructure: Part III (a brief report on research and development)
P.R. Chakrabarti, D Millar and S Bandyopadhyay, 2002
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Application of FRP bars as reinforcement in civil engineering structures
R.V. Balendran, T.M. Rana, T. Maqsood, W.C. Tang, 2002
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Application of FRP Composites for Underwater Piles Repair
Rajan Sen, Gray Mullins, 2006
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Application of Tensioned CFRP Strip Method to an Existing Bridge
A. Tateishi, A. Kobayashi, Y. Hamada, T. Takahashi,and H. Yasumori
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Appropriate Environmental Reduction Factors for FRP
Thara Viswanath Graduate Research Assistant, John J. Myers, Ph.D., P.E. Assistant Professor of Civil, Arch. & Envir. Engineering Architectural Engineering Program Coordinator Dept. of Civil, Architectural and Envir. Engineering The University of Miss, 2005
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Arching Effect in Masonry Walls Reinforced with Fiber Reinforced Polymer (FRP) Materials
Nestore Galati, Gustavo Tumialan, Antonio Nanni University of Missouri-Rolla, 2003
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Assessment and Rehabilitation of West 7th Street Bridge, City of Fulton
J. Gustavo Tumialan, Antonio Nanni University of Missouri-Rolla, Rolla, MO Renato Parretti Co-Force International, Rolla, MO Giuliana A. Zelada-Tumialan, Thomas P. Hart Black & Veatch, Overland Park, KS, 2003
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Assessment of Technologies of Masonry Retrofitting with FRP
Davide Tinazzi, Antonio Nanni University of Missouri-Rolla, 2000
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Assessment of Wood Pile Deterioration due to Marine Organisms
By Roberto Lopez-Anido, et al. Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE , March/April 2004, pp. 70-76.
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Axial Testing Of Concrete Columns Confined With Carbon Frp: Effect Of Fiber Orientation
Renato Parretti, Antonio Nanni, 2002
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Behavior of CFRP Strengthened Reinforced Concrete Beams in Corrosive Environment
Khaled Soudki, Ehab El-Salakawy, Brent Craig, 2007
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Behavior Of Concrete Beams Strengthened With CFRP And Loaded In Fatigue During The Strengthening Process
Anders Carolin,Arvid Hejll,Björn. Täljsten, 2002
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Behavior of FRP-Confined Concrete
Ching Au, 2001
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Behavior of RC Beams Strengthened with Externally Post-Tensioning CFRP Strips
K.-S. Choi, Y.-C. You, Y.-H. Park, J.-S. Park,and K.-H. Kim
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Behavior Of RC T-Beams Strengthened In The Negative Moment Region With CFRP Laminates
Sinaph M. Namboorimadathil, J. Gustavo Tumialan, Antonio Nanni,, 2002
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Behaviour and strength of FRP-strengthened RC structures
J.F. Teng, J.F. Chen, S.T. Smith, L.Lam, 2003
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Behaviour of FRP-jacketed circular steel tubes and cylindrical shells under axial compression
J.G. Teng, Y.M. Hu, The Hong Kong Polytechnic University, Hong Kong, China, 2006
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Bending Performance of Masonry Walls Strengthened With Near-Surface Mounted FRP Bars
Kunwar Bajpai, Dat Duthinh, 2003
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Blast loading response of reinforced concrete panels reinforced with externally bonded GFRP laminates
A.G. Razaqpur, A. Tolba, E. Contestabile, 2006
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Blast Resistance Enhancement with an Integrated Hardening, Damping, and Wave Modulating System Using 1/3 Scale RC Columns
G.D. Chen, Ph.D., P.E. Associate Professor of Civil Engineering, Jason Baird, Ph.D. Research Assistant Professor Rock Mechanics & Explosives University of Missouri-Rolla, 2006
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Blast Resistance Enhancement with an Integrated Hardening, Damping, and Wave Modulating System Using 1/3 Scale RC Columns (Progress Report)
Chen and Baird, University of Missouri-Rolla, 2006
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Blast resistance of FRP composites and polymer strengthened concrete and masonry structures A state of the art review
P.A. Buchan, J.F. Chen, 2006
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Blast Resistance of Un-reinforced Masonry Walls Retrofitted with Fiber Reinforced Polymers
Khaled A. El-Domiaty, Dr. John J. Myers, Dr. Abdeldjelil Belarbi Department of Civil Engineering University of Missouri, Rolla, 2002
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Blast Upgrade of Ballistic and Non-Ballistic Resistance Masonry Walls with FRP: Phase II
ohn J. Myers, Ph.D., P.E. Assistant Professor of Civil, Arch. & Envir. Engineering Dept. of Civil, Architectural and Envir. Engineering The University of Missouri-Rolla, 2005
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Bond And Anchorage Length Of Near-Surface Mounted FRP Rods In Concrete
Laura De Lorenzis, Andrea Rizzo, Antonio La Tegola, 2002
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Bond Between Carbon Fiber Reinforced Polymer Sheets and Concrete
Brian Daniel Miller University of Missouri-Rolla, 1999
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Brooklyn Bridge Park Completes Maritime Maintenance Work; Preserving Park Piers for Generations
Brooklyn Bridge Park, December 20, 2022
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Carbon Fiber Composites for Concrete Repair
Jay Thomas, Structural Preservation Systems
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Case Study of Application of FRP Composites in Strengthening the Reinforced Concrete Headstock of a Bridge Structure
Abolghasem Nezamian, Sujeeva Setunge, 2007
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Causes and Control of Concrete Pipe Corrosion
J .B . Neethling, R.A. Mah. M.K. Stenstrom, 1989
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CFRP Near Surface Mounted Reinforcement (NSMR) For Pre-Stressing Concrete Beams
H. Nordin and Skanska Teknik, 2002
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CFRP Retrofit Of Masonry Walls
Jon Vandergrift, Janos Gergely, David T. Young, 2002
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CFRP Strengthening of Concrete Bridges with Curved Soffits
Nagaraj Eshwar Graduate Research, University of Missouri Rolla, Dr Tim Ibell Assistant Senior Lecturer, University of Bath, Dr Antonio Nanni, Jones Professor, University of Missouri, 2003
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CFRP-Confined Reinforced Concrete Elements Subjected to Cyclic Compressive Loading
J.A.O. Barros, D.R.S.M. Ferreira and R.K. Varma, 2008
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CFRP-Strengthening: Concrete Structures Strengthened With Near Surface Mounted CFRP Laminates
Dr. Prof. B. Täljsten, 2002
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Characterization And Modeling Of Debonding In RC Beams Strengthened With FRP Composites
Oral Buyukozturk, Oguz Gunes, Erdem Karaca, 2002
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Characterization of CFRP Rods used as Near-Surface Mounted Reinforcement
Xiang Yan, Brian Miller, Antonio Nanni, Charles Bakis, 1999
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Cleaner New York Harbor Brings Pests That Plague Park Projects
By Lisa W. Foderaro, The New York Times, August 23, 2011
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Closed Form Design Equations for Strengthened Concrete Beams FRP Rupture
N. Hatami and H.A. Rasheed
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Comparison of Chemical Grout Properties
By David Magill with Richard Berry from Avanti International.
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Composite Materials For Bridge Construction
James E. Roberts, 2002
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Compression And Bending Stiffness Of Fiber-Reinforced Elastomeric Bearings
Hsiang-Chuan Tsai and James M. Kelly, 2002
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Computational Modeling of FRP Reinforced Cementitious Beams
Sonia Marfia-Elio Sacco Dipartimento di Meccanica, Strutture, A. T., Universit`a di Cassino, Cassino, Italy, 2006
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Concrete Confinement Using Carbon Fiber Reinforced Polymer Grid
A.P. Michael, H.R. Hamilton III, and M.H. Ansley
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CPSC Alert: Whitco Co. LP Stadium Light Poles Can Fall Over, Posing Risk of Serious Injury and Death
U.S. Consumer Product Safety Commission, August 24, 2009, 1-3 pp.
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Creep Behavior Of RC Tensile Elements Retrofitted By FRP Plates
Marco Savoia, Daniele Ferretti, Claudio Mazzotti, 2002
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Cyclic Behavior Of RC Subassemblages Upgraded With Composites
Andrea Prota, Gaetano Manfredi, Antonio Nanni, Edoardo Cosenza, 2002
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Cyclic In-Plane Shear of Concrete Masonry Walls Strengthened by FRP Laminates
M.A. Haroun, A.S. Mosallam, and K.H. Allam, 2005
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Dapped-End Strengthening of Precast Prestressed Concrete Double Tee Beams with FRP Composites
Pei-Chang Huang, Antonio Nanni University of Missouri-Rolla, 1999
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Debonding in FRP-Strengthened Flexural Members with Different Shear Span Ratios Guide for Design of Externally Bonded FRP
Z. Wu and S. Hemdan, Department of Urban & Civil Engineering at Ibaraki University,Japan
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Debonding Of FRP Plated Concrete: A Tri-Layer Fracture Treatment
Ching Au, Oral Buyukozturk, 2006
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Delamination in FRP laminates with holes under transverse impact
Tarapada Roy, Debabrata Chakraborty, Mechanical Engineering Department, Indian Institute of Technology Guwahati 781 039, Assam, India, 2007
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Delamination of laminated fiber reinforced plastic composites under multiple cylindrical impact
Debabrata Chakraborty, Mechanical Engineering Department, Indian Institute of Technology Guwahati 781 039, Assam, India, 2006
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Design and Construction of Bridge Deck Using Mild and Post-Tensioned FRP Bars
R. Fico, N. Galati, A. Prota, and A. Nanni
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Design Equation for FRP-Strengthening of Columns
G. Monti and S. Alessandri, University of Sapienza ,Rome
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Design Guidelines for Flexural Strengthening of RC Beams with FRP Plates
H. Saadatmanesh, A. M. Maleki, 1998
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Design Guidelines for Masonry Structures: Out of Plane Loads
N. Galati, E. Garbin, G. Tumialan, and A. Nanni, 2005
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Design Guidelines for the Strengthening of Existing Structures with FRP in Italy
L. Ascione, A. Benedetti, R. Frassine, G. Manfredi,G. Monti, A. Nanni, C. Poggi, and E. Sacco
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Design Guidelines for the Strengthening of Unreinforced Masonry Structures Using Fiber Reinforced Polymers (FRP) Systems
Nestore Galati, Enrico Garbin, Antonio Nanni, 2005
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Design Guidelines for the Strengthening of Unreinforced Masonry Structures Using Glass Grid Reinforced Polyurea (GGRP) Systems
Garbin, Galati and Nanni, 2004
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Design Manual Development For The 36-Inch Double-Web Beam
Timothy J. Schniepp, Michael D Hayes, John J. Lesko & Thomas E. Cousins, 2002
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Design Model for FRP Reinforced Glulam Beams
University of Karlsruhe (TH), Germany, 2001
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Design of FRP Retrofitted Flexural Members Against Debonding Failures
O. Gunes, E. Karaca, B. Gunes, 2006
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Design of Timber Foundation Piling for Highway Bridges and Other Structures
By James S. Graham, 14 pp.
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Design Recommendations for Concrete Structures Prestressed with FRP Tendons
Charles W. Dolan, H.R. Hamilton III, Charles E. Bakis, Antonio Nanni, 2001
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Design, Construction, and Field-Testing of an RC Box Culvert Bridge Reinforced with GFRP Bars
Tarek Alkhrdaji, Ph. D. Candidate of Civil Engineering And ANTONIO NANNI, Jones Professor of Civil Engineering, University of Missouri-Rolla, 2002
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Destructive and Non-Destructive Testing of Bridge Volume I: Strengthening and Testing to Failure of Bridge Decks
Tarek Alkhrdaji, Antonio Nanni, Genda Chen University of Missouri-Rolla Michael Barker University of Missouri-Columbia, 1999
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Destructive and Non-Destructive Testing of Bridge Volume II: Feasibility Study on Damage Detection of RC Structures Using Dynamic Signature Tests
Genda Chen, Xinbao Yang, Huimin Mu, Antonio Nanni University of Missouri-Rolla, 1999
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Destructive and Non-Destructive Testing of Bridge Volume III: Strengthening and Testing to Failure of Bridge Piers
Tarek Alkhrdaji, Antonio Nanni, Genda Chen University of Missouri-Rolla, 1999
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Determination Of EI For Pultruded GFRP Sheet Pile Panels
Yixin Shao, Cynthia Giroux and Zeid Bdeir, 2002
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Determining the Length of Piles in Transportation Structures
By Ronald W. Anthony and Arun K. Pandey, 8 pp.
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Developing Retrofit Solutions for the Residential Building Stocks in Istanbul
H. Sucuoglu, R. Jury, A. Ozmen, D. Hopkins, G. Ozcebe1 and J. Kubin, 2006
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Development Length and Characterization of GFRP Bars with End Anchorages
Nestore Galati Visiting Scholar, P. F. Silva, Ph.D., P.E. Assistant Professor of Civil Engineering, A. Nanni , Ph.D., P.E. Jones Professor of Civil Engineering University of Missouri, Rolla, 2006
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Development of Construction Specifications for Two-Dimensional (2-D) FRP Grids as Reinforcement in Thin Overlays, Topping Slabs and Slabs-On-Grade
Nestore Galati, Ph.D. Research Engineer, Antonio. Nanni, Ph.D., P.E. Jones Professor of Civil Engineering University of Missouri, Rolla, 2006
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Durability Assessment of Combined Environmental Exposure and Bending
C. Helbling and V.M. Karbhari,University of California San Diego
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Durability of CFRP Sheet Reinforcement through Exposure Tests
I. Nishizaki, P. Labossière, and B. Sarsaniuc
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Durability Of Concrete-Filled Tubular FRP Piles
Miguel A. Pando, John J. Lesko, Amir Z. Fam, Sami H. Rizkalla, 2002
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Durability of GFRP Reinforced Concrete Field Structures
A. Mufti, M. Onofrei, B. Benmokrane, N. Banthia, M. Boulfiza, J. Newhook, B. Bakht, G. Tadros and P. Brett
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Dynamic In-Plane Behavior Of URM Wall Upgraded With Composites
Mohamed A. Elgwady, Pierino Lestuzzi, Marc Badoux, 2002
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Effect of Bond Properties on the Behavior of FRP-Strengthened RC Girder Subjected to Monotonic and Cyclic Loads
F. Lu and A. Ayoub, 2008
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Effect Of Composite Fiber Wraps On Corrosion Of Reinforced Concrete Columns In A Simulated Splash Zone
Lisa K. Spainhour, Isaac A. Wootton, Nur Yazdani, 2002
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Effect of Design Variables on Displacement Ductility of FRP-Rehabilitated RC Squat Columns
K. Galal, 2006
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Effect of Environmental Conditions on Bond Strength between CFRP Laminate and Concrete Substrate
J.J. Myers and M. Ekenel
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Effect of Fiber Orientation and Ply Mix on Fiber Reinforced Polymer-Confined Concrete
Ching Au, A.M.ASCE,and Oral Buyukozturk, M.ASCE, 2005
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Effect of Fiber Orientation and Ply Mix on FRP-confined Concrete
Oral Buyukozturk, Ching Au, Massachusetts Institute of Technology
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Effect of FRP Reinforcement on Low Grade Eastern Hemlock Glulams
H.J. Dagher, T. Kimball, S. Shaler, Univeristy of Maine, B. Abdel-Magid, Winona State University
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Effective strengthening of RC Frames with and without lap splice problems
G. Erol, C. Demir, A. Ilki, E. Yuksel, H.F. Karadogan, 2006
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Effectiveness of Fiber-Reinforced Polymer in Reducing Corrosion in Marine Environment
By K. Sue, G. Mullins, R. Sen, and D. Winters, ACI Structural Journal, 104(1):76-83 Jan/Feb 2007
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Effects Of Diagonal Webs In FRP Bridge Decks
David R. Motley, S. Axel Castanos, Eric C. Klang, Daniel Richards, 2002
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Eight Light Poles Nationwide Have Fallen Recently
By Eric Dexheimer and Andrea Lorenz, American-Statesman Staff, April 12, 2009, 1-4 pp.
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Enhanced End Anchorage of Bonded FRP Repairs
M.J. Chajes, W.W. Finch, Jr., and H.W. Shenton
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Evaluation of Externally Bonded CFRP Systems for the Strengthening of RC Slabs
KAH YONG TAN University of Missouri-Rolla, 2002
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Evaluation Of Mode-I Fracture Of Concrete-FRP Bonded Interfaces Using Three-Point Bending Tests
Pizhong Qiao, Yingwu Xu, Julio F. Davalos, 2002
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Experimental Analysis On The Shear Behaviour Of Rc Beams Strengthened With GFRP Sheets
Ugo Ianniruberto, Maura Imbimbo, 2002
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Experimental And Analytical Evaluation Of Lateral Buckling Of FRP Composite Cantilever I-Beams
Pizhong Qiao, Guiping Zou, Julio F. Davalos, 2002
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Experimental and Analytical Investigation of Bridge Timber Piles under Eccentric Loads
By Daniel Borello, et al., Engineering Structures 32, 2010, pp. 2237-2246
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Experimental Behavior of Prestressed Concrete Beams Strengthened with FRP
Marco Di Ludovico University of Missouri-Rolla, 2003
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Experimental Characterization of FRP Composite-Wood Pile Structural Response by Bending Tests
By Roberto Lopez-Anido, et al., Marine Structures, 16 (2003) 257-274.
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Experimental Determination Of Interface Shear Stresses Simulating The Midspan Area Of Concrete Slabs Poststrengthened With CFRP Strips
Karsten Schilde, Werner Seim, Heiko Engelhard, 2002
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Experimental Evaluation of FRP Strengthening of Large-Size Reinforced Concrete Columns
Silvia Rocca Graduate Research Assistant, Antonio Nanni Jones Professor of Civil Engineering University of Missouri-Rolla, 2005
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Experimental Evaluation of Noncircular Reinforced Concrete Columns Strengthened with CFRP
S. Rocca, N. Galati and A. Nanni, 2008
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Experimental Investigation Of Bond Between FRP And Concrete
Baolin Wan,Michael F. Petrou,Kent A. Harries,Michael A. Sutton,Bangcheng Yang, 2002
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Experimental Investigation of FRP-Strengthened RC Beam-Column Joints
C.P. Antonopoulos, T.C. Triantafillou, 2003
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Experimental Investigation of Strengthening of NonDuctile RC Beams Using FRP
C.A. Zeris, Dept. of Civil Engineering, National Technical University of Athens. Zografou, GR 15773, Greece., 2006
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Experimental Investigation on Flexural Behavior of RC Beams Strengthened by NSMC FRP Reinforcement
W.-T. Jung, Y.-H. Park, J.-S. Park, J.-Y. Kang,and Y.-J. You
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Experimental response of masonry walls externally reinforced with carbon fiber fabrics
H. Santa Maria, P. Alcaino, C. Luders, 2006
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Experimental Results of One-Way Slabs with Openings Strengthened with CFRP Laminates
Paolo Casadei, Timothy Ibell and Antonio Nanni, Engineering Research Laboratory, University of Missouri-Rolla, 2003
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Experimental Study of Full-Scale Corroded Steel Bridge Piles Repaired Underwater with Grout-Filled Fiber-Reinforced Polymer Jackets
By H. Karagah, M. Dawood, and A. Belarbi, ASCE, 22(3): 04018008.
Archivo no disponible -
Experimental Tests on Seismic Retrofit of RC Piers
P. Delgado, V. Rodrigues, P. Rocha, M. Santos, A. Arêde, N. V. Pouca, A. Costa and R. Delgado, 2006
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Experimental Validation and Analysis of a CFRP-Retrofit of a Two-Column Bent
Claudia Pulido, M. Saiid Saiidi, David Sanders, Ahmad Itani, 2002
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Experiments on Two-Way RC Slabs with Openings Strengthened with CFRP Laminates
Paolo Casadei, Antonio Nanni and Timothy Ibell Engineering Research Laboratory, University of Missouri-Rolla, 2003
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External Prestressing Concrete Columns with Fibrous Composite Belts
K.N. Nesheli and K. Meguro, 2006
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Failure Behavior of Precracked Concrete Beams Retrofitted with FRP
Oral Buyukozturk, Brian Hearing, 1998
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Failure Characteristics Of Reinforced Concrete Beams Repaired With CFRP Composites
Yongtao Dong, Ming Zhao, Farhad Ansari, 2002
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Failure Modes And Failure Mechanisms Of Fiber Reinforced Polymer Composite Bridge Decks
Aixi Zhou,John J. Lesko, Jason T. Coleman,Thomas E. Cousins, 2002
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Falling Light Pole Concerns Uniontown School
By Liz Zemba, Tribune-Review, April 29, 2009
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Fatigue Behavior Of CFRP-Strengthened Reinforced Concrete Bridge Girders
John Aidoo, Kent A. Harries, Michael F. Petrou, 2002
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Fatigue Behavior of Prestressed Concrete Bridge Girders Strengthened with Various CFRP Systems
O.A. Rosenboom and S.H. Rizkalla
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Fatigue Behavior of Reinforced Concrete Beams Strengthened with Different FRP Laminate Configurations
R. Gussenhoven and S.F. Breña
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Fatigue Strength of FRP repaired beams subjected to mild corrosion
Khaled A. Soudki, Ahmed A. Rteil, Rania Al-Hammoud, Timothy H. Topper, 2005
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Fiber Optics Technique for Quality Control and Monitoring of FRP Installations
V. Antonucci, M. Giordano, and A. Prota
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Fiber Reinforced Polymer Composite and Recycled Plastic Bridges
A Narrated Slide Presentation by the NHI Innovations, Highways for Life, Federal Highway Administration, 85 minutes long, August 2010.
Archivo no disponible -
Fiber Reinforced Polymers in Seismic Upgrading of Existing Reinforced Concrete Structures
S. P. Tastani and S. J. Pantazopoulou, 2006
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Field Evaluation of Masonry Walls Strengthened with FRP Composites at the Malcolm Bliss Hospital
J. Gustavo Tumialan, John J. Myers, Antonio Nanni Department of Civil Engineering University of Missouri-Rolla, 1999
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Field Installation,Splicing and Flexural Testing of Hybrid FRP Concrete Piles
K. Helmi, A. Fam, and A. Mufti
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Field Tests of Timber Railroad Bridge Piles
By Kendra Ann Donovan, Texas A&M University, December 2004, 53 pp.
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Finite Element Analysis And Model Validation Of Shear Deficient Reinforced Concrete Beams Strengthened With GFRP Laminates
Damian I. Kachlakev, Ph.D., P.E., 2002
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Finite Element Analysis Of Historic Bridge Strengthened With FRP Laminates
Damian I. Kachlakev, Ph.D., P.E., 2002
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Finite Element Modeling of Concrete Bridge Deck Slabs Reinforced with FRP Bars
A. El-Ragaby, E.F. El-Salakawy, and B. Benmokrane
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Finite Element Modelling of Cyclic Behavior of Shear Wall Structure Retrofitted using GFRP
Z.J. Li, T. Balendra, K.H. Tan, and K.H. Kong, 2005
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Finite Element Modelling of RC Beams Retrofitted with CFRP Fabrics
H.B. Pham and R. Al-Mahaidi, Department of Civil Engineering at Monash University in Melbourne
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Fire Endurance of Insulated FRP-Strengthened Square Concrete Columns
V.K.R. Kodur, L.A. Bisby, M.F. Green, and E. Chowdhury, 2005
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Flexural Behavior of Fiber-Reinforced Concrete Beams Reinforced with FRP Rebars
H. Wang and A. Belarbi
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Flexural Behavior of FRP-Reinforced Concrete Members
Alkhrdaji, Mettemeyer, Belarbi and Nanni University of Missouri-Rolla, 1999
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Flexural Capacity of RC Beams Strengthened with SRP and SRG
Erin Wobbe Graduate Research Assistant, Dr. Pedro Silva Assistant Professor of Civil Engineering University of Missouri Rolla, 2005
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Flexural Characteristics Of Filament Wound GFRP Composite Bridge Deck
Sung Woo Lee,Sun Goo Lee, Doobyong Bae, Byung Suk Kim, 2002
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Flexural Strengthening of Concrete Slab by Prestressing FRP Laminates with the Presence of GFRP Anchor Spikes
Y. Piyong, P.F. Silva and A. Nanni University of Missouri-Rolla, Rolla, 2003
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Flexural Strengthening of RC Beams Using Steel Reinforced Polymer(SRP) Composites
Y.J. Kim, A. Fam, A. Kong, and R. El-Hacha
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Flexural Strengthening Of URM Walls With FRP Laminates
J. Gustavo Tumialan,Antonio Morbin, Francesco Micelli,Antonio Nanni, 2002
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Forensic Collapse Investigation of a Concrete Bridge with Timber Piers
By Daniel Borello, Bassem Andrawes, Jerome Hajjar, Scott Olson, James Hansen, and Jason Buenker, University of Illinois at Urbana-Champaign, April 2009, 60 pp.
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Fortifying the US Power Grid
Mary Lou Jay, Composites Manufacturing, Summer 2024 pp. 12-14
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Freeze-Thaw Behavior of FRP-Confined Concrete under Sustained Load
A. Kong, A. Fam, and M.F. Green
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Freeze-Thaw Resistance of FRP Composites Adhesive Bonds with Underwater-Curing Epoxy
By Roberto Lopez-Anido, et al. Journal of Materials in Civil Engineering, ASCE , May/June 2004, pp. 283-286.
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FRP Application in Underwater Repair of Corroded Piles
R. Sen, G. Mullins, K. Suh, and D. Winters, University of South Florida, Tampa, FL.
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FRP Confined Concrete Stress-Strain Model Utilizing A Variable Strain Ductility Ratio
Domingo A. Moran and Chris P. Pantelides, 2002
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FRP Internal Reinforcement Systems for Concrete Deck and Rail: Field Application
Fabio Matta Graduate Research Assistant, Nestore Galati, Ph.D. Research Engineer, Antonio Nanni, Ph.D., P.E. V. & M. Jones Professor of Civil Engineering University of Missouri-Rolla, 2005
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FRP Jacketed Reinforced Concrete Columns
Chris Cole, Abdeldjelil Belarbi Department of Civil Engineering University of Missouri, Rolla, 1999
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FRP Reinforcement for Bridge Structures
Antonio Nanni, 2000
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FRP Repair and Health Monitoring of Railroad Steel Bridges
Graduate Research Assistants: Anja Frauenberger, Xiangdong Liu, Lakshmanan Meyyappan, Jose Mata, Tarun Gupta, Facutly Advisors: Pedro F. Silva, Cihan H. Dagli, Hardy J. Pottinger, Antonio Nanni, Industry Collaborator: Ward N. Marianos, Jr., 2002
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FRP Repair Methods for Unreinforced Masonry Buildings Subject to Cyclic Loading
P.B. Foster, J. Gergely, D.T. Young, W.M. Mc.Ginley, A. Corzo, 2005
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FRP Repair of Corrosion-Damaged Reinforced Concrete Beams
Khaled A. Soudki, Ted Sherwood, Sobhy Masoud, 2002
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FRP Stay-in-Place Formwork for Seismic Resistant High-Strength Concrete Columns
T. Ozbakkaloglu and M. Saatcioglu
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FRP-Composite-Wood-Pile Interface Characterization by Push Out Tests
By Roberto Lopez-Anido, et al. Journal of Composites for Construction, ASCE , July/August 2004, pp. 360-368.
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FRP-Concrete Bond Behavior A Parametric Study Through Pull-Off Testing
B.M. McSweeney and M.M. Lopez
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FRP-Concrete/Steel Interfacial Performance Monitoring with Distributed Electromagnetic Pressure Tapes
Eric Pilger Graduate Research Assistant, Dr. Genda Chen, P.E. Associate Professor of Civil Engineering, University of Missouri, Rolla, 2005
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FRP-Confinement of Hollow Concrete Cylinders and Prisms
R. Modarelli, F. Micelli, and O. Manni, 2005
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FRP-jacketed and shape modified columns using chemical post-tensioning
C.P. Pantelides, Z. Yan, L.D. Reaveley, 2006
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FRP-Strengthening in Shear Tests and Design Equations
G. Monti and M.A. Liotta
Abrir el PDF -
Galvanic Corrosion of Carbon and Steel in Aggressive Environments
Mohammadreza Tavakkolizadeh, Hamid Saadatmanesh, University of Arizona, Tucson, 2001
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GFRP Reinforcing Of Concrete Masonry Infill Walls
Wael W. El-Dakhakhni, Ahmad A. Hamid, Mohamed Elgaaly, 2002
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GFRP-Bonded RC Beams under Sustained Loading and Tropical Weathering
M.K. Saha and K.H. Tan, Department of Civil Engineering at the National University of Singapore
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Guide Examples for Design of Concrete Reinforced with FRP Bars
W.K. Feeser and V.L. Brown, Department of Civil Engineering Widener University
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Guide for the Selection of Strengthening Systems for Concrete Structures
International Concrete Repeair Institute, Strengthening and stabilization committe, 2006
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Guidelines for Rapid Load Testing of Concrete Structural Members
Matthew Mettemeyer, Antonio Nanni University of Missouri-Rolla, 1999
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High Temperature Residual Properties of Externally-Bonded FRP Systems
S.K. Foster and L.A. Bisby, Department of Civil Engineering at Queen’s University
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Honeycomb Fiber-Reinforced Polymer Sandwich Panels For Fish Culture Tanks
Julio F. Davalos, Justin Robinson, Avinash Vantaram,Roger C. Viadero, Kenneth Semmens, 2002
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Hysteretic Rotation Model HRM4 for CFRP-Strengthened Joints
P.F. Silva, 2008
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Identification of Performance Characteristics of Concrete Railings with Pultruded FRP Reinforcement
Fabio Matta Graduate Research Assistant, Nestore Galati, Ph.D. Research Scholar, Antonio Nanni, Ph.D., P.E. V. & M. Jones Professor of Civil Engineering University of Missouri-Rolla, 2006
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In-Plane and Out-of-Plane Behavior of Masonry Walls Strengthened with FRP Systems
J. Gustavo Tumialan, Antonio Nanni Department of Civil Engineering University of Missouri, Rolla, 2001
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Influence Of Arching Mechanism In Masonry Walls Strengthened With FRP Laminates
Nestore Galati,J. Gustavo Tumialan,Antonio Nanni,Antonio La Tegola, 2002
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Influence of Bond Behavior on the Cross Sectional Forces in Flexural RC Members Strengthened with CFRP
G. Zehetmaier and K. Zilch
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Influence Of Temperature On Cleavage Bonding Properties Between CFRP Sheets And Concrete
Kimio FUKUZAWA,Masakazu MITSUI,Tatsuya NUMAO, 2002
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Influences Of Advanced Composite Materials On Structural Concepts For Bridges And Buildings
Thomas Keller, 2002
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Inhibiting Steel Brace Buckling Using CFRP Wraps
E. Ekiz, S. El-Tawil, 2006
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Innovative Application of FRPs for Seismic Strengthening of RC Shear Wall
K. Kobayashi, 2005
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Innovative Cement Based Thin Sheet Composites For Retrofit
Hwai-Chung Wu and Jiangming Teng, 2002
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Innovative Fibre Reinforced Bridge Deck Modules
Heather Crocker, Emile Shehata, Rick Haldane-Wilsone, Aftab Mufti,, 2002
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Innovative Procedures For Strengthening Structures Via Slot Application Of Pultruded CFRP Laminates
James Korff, Josef Scherer, 2002
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Innovative Technique for Seismic Upgrade of RC Square Columns
A. Prota, G. Manfredi, A. Balsamo, A. Nanni, and E. Cosenza, 2005
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Innovative Triaxially Braided Ductile FRP Fabric for Strengthening Structures
N.F. Grace, W.F. Ragheb, and G. Abdel-Sayed
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Interim Criteria for Inspection and Verification of Concrete and Reinforced and Unreinforced Masonry using FRP
ICC EVALUATION SERVICE, INC., AC178, 2001
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Investigation Of Interfacial Bond Strength In CFRP Rod Reinforced Concrete
Andrew F. Wilson, George Tsiatas, David G. Taggart,Robert F. Doleski and Thomas J. Kim, Kiyoshi Horii,Hiroshi Yoshida, Mitsuru Yokoo,Kensuke Yagi, 2002
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Investigation of Steel-Stringer Bridges: Superstructures and Substructures Vol II
by David White, Mohamed Mekkawy, Wayne Klaiber, and Terry Wipf, Iowa Highway Research Board (Project TR-522), October 2007, 294 pp.
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JSCE Recommendations For Application Of FRP Laminates And Related Works In Other Codes Provisions
Kyuichi Maruyama, 2002
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Laboratory and Field Testing of FRP Composite Bridge Decks and FRP-Reinforced Concrete Bridge for the City of St. James, Phelps County, MO
Danielle Stone, Antonio Nanni, Steve Watkins, Halvard Nystrom University of Missouri-Rolla, 2002
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Layered Pipeline Offers Longer Lengths, Fewer Leaks
Laurie A. Shuster, Civil Engineering online, American Society of Civil Engineers (ASCE), September 4, 2012. On InfinitPipe®.
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Lewis County, New York, Bridge Using A Low Profile, 5” Deep Fiber Reinforced Polymer Composite Deck
Grant Godwin,Jay Toddie,Philip Steggall, 2002
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Load Carrying Capacity And Ductility Of RC Columns Confined By Carbon Fiber Reinforced Polymers
Sung-Chul Chun,Hyung-Chul Park, 2002
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Load Testing of RC Structures: A Case of Study
Filippo Masetti Graduate Research Assistant, Antonio Nanni, Ph.D., P.E. Jones Professor of Civil Engineering University of Missouri-Rolla, 2005
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Load Transfer in Composite Construction
By W.P.Jacobs and J.F. Hajjar, University of Illinois, 2010, 12 pp.
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Local Buckling Of FRP Structural Shapes: Explicit Analyses
Pizhong Qiao and Guiping Zou, 2002
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Long-Term Performance of a CFRP Strap Shear Retrofitting System
N. Hoult and J. Lees
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Masonry Reinforced with FRP Systems
Stefano Secondin University of Missouri-Rolla, 2003
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Material Characterization of FRP Pre-Cured Laminates Used in the Mechanically Fastened FRP Strengthening of RC Structures
A. Rizzo, N. Galati, A. Nanni, and L.R. Dharani
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Mechanical Properties and Durability of FRP Rods
Francesco Micelli, Antonio Nanni Department of Civil Engineering, University of Missouri-Rolla Innovation Engineering Department, University of Lecce, Italy, 2001
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Modeling And Characterization Of Honeycomb FRP Sandwich Beams In Torsion
Justin Robinson, Julio F. Davalos, Pizhong Qiao, 2002
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Modelling of Debonding Failures in FRP-Strengthened Two-Way Slabs
W.E. El Sayed, U.A. Ebead, and K.W. Neale
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Modelling of Reinforced Concrete Flexural Members Strengthened with Near-Surface Mounted FRP Reinforcement
R. El-Hacha, S.H. Rizkalla, and R. Kotynia
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Moment Redistribution in Continuous CFRP-Strengthened Concrete Members: Experimental Results
P. Casadei & A. Nanni Department of Civil Engineering, University of Missouri, Rolla N. Galati Department of Civil Engineering, University of Lecce, ITALY T. Ibell Department of Architecture and Civil Engineering, University of Bath, UK S. Denton, Pa, 2002
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Monitoring Corrosion Activity In Chloride Contaminated Concrete Wrapped With Fiber Reinforced Plastics
Emily W. Berver, James. O. Jirsa, Ph.D., David. W. Fowler, Ph.D., and Harovel. G. Wheat, Ph.D., 2002
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Monitoring of Bond in FRP Retrofitted Concrete Structures
Ming Zhao, Yongtao Dong, Yang Zhao, Adam Tennant and Farhad Ansari, 2007
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NCHRP Report 503, Application of Fiber Reinforced Polymer Composites to the Highway Infrastructure
D.R. Mertz, M.J. Chajes, J.W. Gillespie,JR., D.S. Kukich, S.A. Sabol, N.M. Hawkins, W.Aquino, T.B. Deen, 2003
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Nonlinear constitutive models for FRP composites using artificial neural networks
Rami Haj-Ali, Hoan-Kee Kim, 2007
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Nonlinear constitutive models for pultruded FRP composites
Rami Haj-Ali , Hakan Kilic, Georgia Institute of Technology, Atlanta, 2002
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Observed Crack Width And Length In A Bridge Deck Partially Reinforced With GFRP Rebars
Issam E. Harik, Wael A. Zatar, 2002
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Onset And Rate Of Corrosion In CFRP Wrapped Reinforced Concrete Cylinders
Isaac A. Wootton, Lisa K. Spainhour, Nur Yazdani, 2002
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Out-of-Plane Bending of URM Walls Strengthened with FRP Strips-Modeling and Analysis
E. Hamed and O. Rabinovitch
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Out-of-Plane Static and Blast Resistance of Unreinforced Masonry Wall Connection Strengthened with Fiber Reinforced Polymers
Preston Carney, Dr. John J. Myers University of Missouri-Rolla, 2003
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Passive And Active Near-Surface Mounted FRP Rods For Flexural Strengthening Of Rc Beams
Laura De Lorenzis, Francesco Micelli, Antonio La Tegola, 2002
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Peel and Shear Fracture Characterization of Debonding in FRP Plated Concrete Affected by Moisture
Ching Au, Oral Buyukozturk, 2006
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Performance Evaluation of a Short-SpanBridge Build with FRP Reinforced Concrete Panels
U. Deza and A. Nanni
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Performance of an RC Corner Beam-Column Joint Severly Damaged under Bidirectional Loading and Rehabilitated with FRP Composites
M. Engindeniz, L.F. Kahn and A.-H. Zureick, 2008
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Performance of corner RC Beam-Column joints up-graded with CFRP composites under seismic loading
Saleh H. Alsayed, Yousef A. Al-Salloum, Tarek H. Almusallan, Nadeem A. Siddiqui, 2009
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Performance of Corrosion-Damaged RC Columns Repaired by CFRP Sheets
S.-W. Bae, A. Belarbi, and J.J. Myers, 2005
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Performance of Double-T prestressed Concrete Beams Strengthened with Steel Reinforced Polymer
P. Casadei, A. Nanni, T. Alkhrdaji, and J. Thomas
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Performance of exterior RC Beam-Column joints up-graded with CFRP composites under seismic loading
Saleh H. Alsayed, Yousef A. Al-Salloum, Tarek H. Almusallan, Nadeem Siddiqui, 2009
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Pile Repair Sleeves for Challenging Substructure Repair
Government Engineering, January-February 2006, 30-31 pp.
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Pin-Bearing Behavior Of Notched Pultruded Plate
Cyprien Lutz, J. Toby Mottram, 2002
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Post-Repair Performance of Corroded Bond Critical RC Beams Repaired with CFRP
B.C. Craig and K.A. Soudki
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Post-Strengthening Of Masonry Columns By Use Of Fiber-Reinforced Polymers (FRP)
Cornelia Bieker, Werner Seim, Jochen Stürz, 2002
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Practical Issues Related to the Structural Preservation of Existing Bridge Structures
Pedro F. Silva, Visiting Assistant Professor of Civil Engineering, Pei-Chang Huang, Graduate Research Assistant, Antonio Nanni, Ph.D., PE, V&M Jones Professor of Civil Engineering University of Missouri-Rolla, 1999
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Preservation of Missouri Transportation Infrastructure: Validation of FRP Composite Technology Through Field Testing
Alexis Lopez PhD Candidate, Eli S. Hernandez PhD Candidate, Antonio Nanni V & M Jones Profesor of Civil Engineering University of Missouri-Rolla, 2005
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Probabilistic Based Design for FRP Strengthening of Reinforced Concrete
R.A. Atadero and V.M. Karbhari, Department of Structural Engineering at the University of California, San Diego.
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Progress On Understanding Debonding Problems In Reinforced Concrete And Steel Members Strengthened Using FRP Composites
Oral Buyukozturk, Oguz Gunes, Erdem Karaca, 2004
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Providing External Confinement to Flexural Members to Improve Ductility: The Good, the Bad, and the Ugly
A. Budek and G. Benzoni, 2008
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Punching Shear Capacity of Double Layer FRP Grid Reinforced Slabs
D.A. Jacobson, L.C. Bank, M.G. Oliva and J.S. Russell,Department of Civil and Environmental Engineering at the University of Wisconsin-Madison
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Rationale for the ACI440.1R-06 Indirect Deflection Control Design Provisions
C.E. Ospina and S.P. Gross
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Refined Strength and Life Analysis of FRP Beams
Michael D. Hayes and John J. Lesko, Department of Engineering Science and Mechanics, Virginia Tech
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Rehabilitation of Earthquake-Damaged Reinforced Concrete Flat-Plate Slab-Column Connections for Two-Way Shear
Widianto, Ying Tian, Jaime Argudo, Oguzhan Bayrak, and James O. Jirsa, 2006
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Rehabilitation Of Infilled Nonductile Concrete Frames Using Carbon Fiber Reinforced Polymer
Ghassan Al-Chaar,Daniel P. Abrams,Gregory E. Lamb,Jonathan Trovillion, 2002
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Reinforced Concrete Beams Strengthened with CFRP Composites: Failure due to Concrete Cover Delamination
J. Gustavo Tumialan, Abdeljelil Belarbi, Antonio Nanni Department of Civil Engineering University of Missouri, Rolla, 1999
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Reinforcement of glulam beams with FRP reinforcement
University of Karlsruhe (TH), Germany
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Reinforcement Of Masonry Arches By FRP Materials:Experimental Tests And Numerical Investigations
Raimondo Luciano, Sonia Marfia, and Elio Sacco, 2002
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Repair And Strengthening Of Dot Columns And Piers With Water Activated Aquawrap 22-77
James Korff, Larry Cercone, 2002
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Repair Of Cracked Aluminum Overhead Sign Structures With GFRP Composites
Chris P. Pantelides and Justin Nadauld, 2002
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Repair of Wood Piles Using Prefabricated Fiber-Reinforced Polymer Composite Shells
By Roberto Lopez-Anido, Antonis P. Michael, Thomas C. Sandford, and Barry Goodell, Journal of Performance of Constructed Facilities, ASCE , February 2005, pp. 78-87.
Archivo no disponible -
Retrofit for Blast-Resistant RC Slabs with Composite Materials
B. Lu, P. Silva, A. Nanni, and J. Baird
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Retrofit of Blast Resistant RC Members with CFRP and SRP Secondary Reinforcement For FRP Reinforced Concrete
Binggeng(Mike) Lu Graduate Research Assistant, Pedro Franco Silva, Ph.D., P.E. Assistant Professor of Civil Engineering University of Missouri-Rolla, 2005
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Retrofit of circular reinforced concrete columns using FRP, steel and concrete jackets
H. Sezen, E. Miller, 2006
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Retrofitting of Concrete Structures for Shear and Flexure with Fiber-Reinforced Polymers
Shamim A. Sheikh, David DeRose and Jamil Mardukhi, 2002
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Retrofitting Of Reinforced Concrete Beams Using Advanced Composite Overlays
Ahmad Abdel Hamid, Hany Elshafie, Ain Shams,El-Sayed Nasr, Ain Shams, Ezat Fahmy, 2002
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Retrofitting RC bridge pier type cross-sections with partial confinement employing carbon fiber reinforcing plastics
G.C. Manos, V. Kourtides, 2006
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Rigidified Pneumatic Composites: Use Of Space Technologies To Build The Next Generation Of American Homes
Steven Van Dessel, Abdol R. Chini, 2002
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Secondary Reinforcement for Fiber Reinforced Polymers Reinforced Concrete Panels
Daniel Koenigsfeld, Dr. John J. Myers University of Missouri-Rolla, 2003
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Secondary Reinforcement For FRP Reinforced Concrete
Nathan D. Branham Graduate Research Assistant, John J. Myers, Ph.D., P.E. Assistant Professor of Civil, Arch. & Envir. Engineering Dept. of Civil, Architectural and Envir. Engineering The University of Missouri-Rolla, 2005
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Seismic Evaluation of Infilled Reinforced Concrete Frames Strengthened with FRPS
B. Binici and G. Ozcebe, 2006
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Seismic Performance on Masonry Infill Walls Retrofitted With CFRP Sheets
M. Saatcioglu, F. Serrato and S. Foo, 2005
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Seismic Rehabilitation of a Full-Scale RC Structure using GFRP Laminates
A. Balsamo, G. Manfredi, E. Mola, P. Negro,and A. Prota
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Seismic Reliability of Masonry Structures Strengthened with FRP Materials
Alessandra Aprile, Andrea Benedetti, Nicola Cosentino, 2006
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Seismic Retrofit of Historic Building Structures
T. Jeff Guh, and Arash Altoontash
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Seismic Retrofit of Precast RC Wall Panels with cut-out openings using FRP composites
István DEMETER, Tamás NAGY-GYÖRGY, Stoian VALERIU, Cosmin A. DAESCU, Daniel DAN, 2009
Archivo no disponible -
Seismic Retrofit of RC Beam-Column T-Joints in Bridge Piers with FRP Composite Jackets
C.P. Pantelides and J. Gergely, 2008
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Seismic Retrofit of Shear-Critical RC Beams using CFRP
M.A. Colalillo, S.A. Sheikh, 2009
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Seismic Retrofitting of Earthquake-Damaged Concrete Columns By Lateral Pre-Tensioning of FRP Belts
K. Nasrollahzadeh Nesheli and K. Meguro, 2006
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Seismic Strengthening of Harborview Medical Center Using FRP Reinforcement
Cheryl M. Burwell, P.E.; John D. Hooper, P.E., S.E., M.EERI; Robert D. Anderson, P.E., S.E., 2006
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Seismic strengthening of large diameter steel waterline with advanced composites
J.A. Mason, T.D. O’Rourke, S. Jones, 2006
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Seismic Strengthening of Rectangular RC Columns with CFRPs
Okan Özcan, Baris Bicini, Güney Özcebe, 2009
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Seismic Upgrade of Beam-Column Subassemblages with Composites
ANDREA PROTA University of Missouri-Rolla, 2002
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Shape Modification with Expansive Cement Concrete for Confinement with FRP Composites
Z. Yan, C.P. Pantelides, and L.D. Reavely, 2005
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Sharp Edge Effects On FRP Confinement Of RC Square Columns
Raquel Fernandes de Paula, Manuel Gonçalves da Silva, 2002
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Shear Assessment and Strengthening of Contiguous-Beam Concrete Bridges Using FRP Bars
P. Valerio, T.J. Ibell and A.P. Darby
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Shear Performance of RC Beams Strengthened In Situ with Composites
Raghu H. Annaiah, John J. Myers, Antonio Nanni Department of Civil Engineering University of Missouri, Rolla, 1999
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Shear Performance of Reinforced Concrete Beams Strengthened with Advanced Composites
Ahmed Mahmoud Khalifa University of Missouri-Rolla, 1999
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Shear Strength of Concrete Beams Reinforced with FRP Bars Design Method
A.K. El-Sayed, E.F. El-Salakawy, and B. Benmokrane, Department of Civil Engineering at the University of Sherbrooke, Canada
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Shear Strength Prediction of Deep CFFT Beams
I. Ahmad, Z. Zhu, A. Mirmiran, and A. Fam
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Shear Strengthening Effects with VaryingTypes of FRP Materials and Strengthening Methods
J. Sim, G. Kim, C. Park, and M. Ju
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Shear Strengthening of RC Beams with Near-Surface-Mounted CFRP Laminates
S. Dias and J. Barros
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Significance of Stress-Block Parameters on the Moment Capacity of Sections Under-Reinforced with FRP
G. Urgessa, S. Horton, M.M. Reda Taha, and A. Maji, Department of Civil Engineering at the University of New Mexico
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Splice Length of #8 GFRP Internal Reinforcement Bars: Year 2
Trevor Acorn Undergraduate Research Assistant, Pedro Franco Silva, Ph.D., P.E. Assistant Professor of Civil Engineering University of Missouri-Rolla, 2005
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Sprayed-Up FRP Strengthening For Reinforced Concrete Beams
Tomoki Furuta, Toshiyuki Kanakubo, Takeshi Nemoto, Keisuke Takahashi, Kouichi Itoh, Hiromi Minamihara, 2002
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Static and Fatigue Bond Characteristics of Interfaces between CFRP Sheets and Frost Damage Experienced Concrete
J.G. Dai, Y. Saito, T. Ueda, and Y. Sato, Hokkaido University, Japan
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Static nonlinear analysis of retrofitted typical reinforced concrete building in Turkey
C. Goksu, D. Demir, K. Darilmaz, A. Ilki, N. Kumbasar, 2006
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Steel-Free Hybrid FRP Stiffened Panel-Concrete Deck System
L. Cheng and V.M. Karbhari, University of California, San Diego
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Stepped Isothermal Method for Creep Rupture Studies of Aramid Fibres
K.G.N.C. Alwis and C.J. Burgoyne
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Strain-Based Design Model for FRP-Confined Concrete Columns
N. Saenz and C.P. Pantelides, University of Utah
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Strengthening Effects Of Concrete Flexural Members Retrofitted With Hybrid FRP Composites
Zhishen Wu, Koji Sakamoto, Hedong Niu, Masaki Shimada, Shinkichi Murakami, 2002
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Strengthening of Bridge G-270 with Externally Bonded Carbon Fiber Reinforced Polymer (CFRP)
Randy Mayo, M. Sc. Candidate, Antonio Nanni, V. & M. Jones Professor, Steve Watkins, Associate Professor, UNIVERSITY OF MISSOURI, ROLLA Michael Barker, Associate Professor, UNIVERSITY OF MISSOURI, COLUMBIA Thomas Boothby, Associate Professor, THE P, 1999
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Strengthening Of Concrete Beams With Mechanically Fastened FRP Strips
Anthony J. Lamanna,Lawrence C. Bank,David T. Borowicz,Dushyant Arora, 2002
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Strengthening of Concrete Structures using Steel Wire Reinforced Polymer
W. Figeys, L. Schueremans, K. Brosens,and D. Van Gemert
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Strengthening Of Corbels Using CFRP An Experimental Program
Mohamed A. Elgwady , Mohamed RABIE, Mohamed T. Mostafa, 2002
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Strengthening of Infill Masonry Walls Using Bondo Grids with Polyurea
Piyong Yu Graduate Research Assistant, Pedro Franco Silva, Ph.D., P.E. Assistant Professor of Civil Engineering University of Missouri-Rolla, 2005
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Strengthening of Martin Springs Outer Road Bridge, Phelps County, Missouri
N. Galati, P. Casadei, and A. Nanni Center for Infrastructure Engineering Studies University of Missouri, Rolla, 2003
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Strengthening of Masonry Elements with FRP Composites
University of Missouri-Rolla Antonio Morbin, Visiting Scholar, 2002
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Strengthening Of Masonry With Near Surface Mounted FRP Bars
J. Gustavo Tumialan, Nestore Galati, Sinaph M. Namboorimadathil, and Antonio Nanni, 2002
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Strengthening of Masonry: Opportunities and Challenges in the Use of Composites
Marco Casareto, Alessandro Oliveri, Alessandro Romelli University of Missouri-Rolla, 2003
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Strengthening Of Off-System Bridges Using FRP Composites
Tarek Alkhrdaji ,Jay Thomas, Antonio Nanni, Mark Huck, Harington & Cortelyou, 2002
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Strengthening of Off-System Bridges with Mechanically Fastened Pre-Cured FRP Laminates
A. Rizzo, N. Galati, and A. Nanni
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Strengthening of RC Structures with Near Surface Mounted FRP Rods
Laura De Lorenzis, Antonio Nanni University of Missouri-Rolla, 1999
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Structural Characteristics Of Concrete-Filled Glass Fiber Reinforced Composite Piles
Sung Woo Lee, Sokhwan Choi, Byung-Suk Kim, Young-Jin Kim, Sung-Yong Park, 2002
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Structural Upgrade of Reinforced Concrete Column-Tie Beam Assembly using FRP Composites
A.S. Mosallam, 2008
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Tension Stiffening Behavior of GFRP-Reinforced Concrete
H. Sooriyaarachchi, K. Pilakoutas, and E. Byars, Department of Civil and Structural Engineering, University of Sheffield, Sheffield, UK.
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Tests On Concrete Square Columns Confined By Composite Wraps
Azadeh Parvin and Wei Wang, 2002
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Textile Reinforced Mortars(TRM) versus Fiber Reinforced Polymer(FRP) as Strengthening Materials of Concrete Structures
T.C. Triantafillou and C.G. Papanicolaou, University of Patras, Greece.
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The Critters Doing $114 Million in Damage to Brooklyn’s Piers
By W. Hu, The New York Times, 2019
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The Effect of Adhesive Type on the Bond of NSM Tape to Concrete
C. Shield, C. French, and E. Milde, University of Minnesota
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The Engineering of Construction Specifications for Externally Bonded FRP Composites
Xinbao Yang, Antonio Nanni, Genda Chen, Lokesh R. Dharani University of Missouri-Rolla, 1999
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The Influence of Temperature on the Debonding of Externally Bonded CFRP
E.L. Klamer, D.A. Hordijk, and H.J.M. Janssen, Eindhoven University of Technology.
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Timber Pile Design and Construction Manual
By Timber Piling Council, American Wood Preservers Institute, 145 pp.
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Timber Pile Repair
By Roe Enchayan, Nebraska Department of Roads, Presented at Midwest AASHTO Bridge Preservation Conference, October 2010
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Time Depending Thermo Mechanical Bond Behavior of Epoxy Bonded Pre-Stressed FRP-Reinforcement
K. Borchert and K. Zilch
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Time-Dependent Deformation And Damage Growth In A Nonlinear Viscoelastic Rubber-Toughened Fiber Composite
Robert T. Bocchieri, 2002
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Torsional Behavior of Reinforced Concrete Beams Strengthened with FRP Composites
Saravanan Panchacharam, Graduate Research Assistant Abdeldjelil Belarbi, Associate Professor Department of Civil Engineering, University of Missouri, Rolla, Missouri, USA, 2002
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Torsional Strengthening Of Spandrel Beams With Composite Laminates
Pedro Salom,Janos Gergely,David T. Young, 2002
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Trenchless Repairing Of Underground Pipes Using RTM & Dielectrometry
Woo Seok Chin, Jae Wook Kwon, & Dai Gil Lee, 2002
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Upgrade of Structures with SRP and CFRP Composites Against Explosive Devices Placed Very Near or in Contact with RC Members
P. F. Silva, Ph.D., P.E. Assistant Professor of Civil Engineering University of Missouri-Rolla, 2006
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Upgrade of Structures with SRP and CFRP Composites Against Explosive Devices Placed Very Near or in Contact with RC Members (Progress Report)
Lu and Silva, University of Missouri-Rolla, 2006
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Use of CFRP Anchors to Strengthen Lap Splices of Rectangular RC Columns
I. Kim, J. Jirsa, O. Bayrak, 2009
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Using A Residual Strength: LRDF Methodology To Predict The Durability Of Composite Materials Used In Civil Applications
John V. Bausano and John J. Lesko, 2002
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No hay documentos que coincidan con estos filtros.
¿Qué guía de diseño cubre el FRP adherido externamente?
ACI 440.2R, la Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, del ACI Committee 440. La edición de 2002 está en esta biblioteca. Consulte la edición vigente de ACI para diseños nuevos.
¿PileMedic® ha sido probado por agencias y universidades?
Sí. Los reportes de esta biblioteca incluyen la hoja informativa PIER del U.S. Army Corps of Engineers sobre PileMedic® (2017), Repair Systems for Deteriorated Bridge Steel H Piles para Texas DOT (University of Houston, 2015) y Experimental Evaluation of Repair Options for Timber Piles en Transportation Research Record (2015).
¿Quién escribió los documentos de la biblioteca de investigación?
La mayoría son de investigadores de universidades y agencias, no de QuakeWrap. La lista que aparece antes reúne los documentos y artículos del Prof. Mo Ehsani y del equipo de QuakeWrap, desde sus documentos de 1990 con el Prof. Hamid Saadatmanesh sobre el refuerzo de vigas de concreto con placas de compuestos de fibra hasta artículos recientes sobre SPiRe®+ y PileMedic®.
¿Puede QuakeWrap ayudarme a aplicar esta investigación a mi proyecto?
Sí. Nuestro equipo le recomendará el sistema QuakeWrap® adecuado y le proporcionará especificaciones, detalles de diseño de ejemplo y fichas técnicas para el ingeniero responsable de su proyecto.
CÓMO USAR LA INVESTIGACIÓN
Preguntas frecuentes sobre documentos técnicos
Prof. Mo Ehsani, P.E.Fundador, QuakeWrap®
¿Busca un documento sobre una estructura o una prueba específica? Envíe su pregunta al Prof. Ehsani y al equipo de QuakeWrap.
SOLICITAR ESPECIFICACIONES Y DETALLES DE DISEÑOMás recursos para ingenieros
Los productos detrás de la investigación
Convierta la investigación en una especificación
Cuéntenos sobre la estructura. Nuestro equipo le recomendará el sistema QuakeWrap® adecuado y le proporcionará especificaciones para su ingeniero.