Libros sobre el tema "Bridges, Concrete Testing"
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Woodward, R. J. Non destructive testing methods for concrete bridges. Crowthorne, Berks: Transport and Road Research Laboratory, Structures Group, Bridges Division, 1989.
Buscar texto completoWoodward, R. J. Non destructive testing methods for concrete bridges. Crowthorne: Bridges Division, Structures Group, Transport and Road Research Laboratory, 1989.
Buscar texto completoLaFraugh, Robert W. Concrete overlays for bridges. [Olympia, WA] (Highway Administration Bldg., Olympia 98504): Washington State Dept. of Transportation in cooperation with U.S. Dept. of Transportation, Federal Highway Administration, 1986.
Buscar texto completoGucunski, Nenad. Nondestructive testing to identify concrete bridge deck deterioration. Washington, D.C: Transportation Research Board, 2013.
Buscar texto completoBrown, J. H. The performance of concrete in practice: A field study of highway bridges. Crowthorne: Transportand Road Research Laboratory, 1987.
Buscar texto completoGuthrie, W. Spencer. Performance of concrete bridge deck surface treatments: Final report. Salt Lake City, Utah: Utah Department of Transportation, Research Division, 2005.
Buscar texto completoGuthrie, W. Spencer. Performance of concrete bridge deck surface treatments: Final report. Salt Lake City, Utah: Utah Department of Transportation, Research Division, 2005.
Buscar texto completoOsegueda, Roberto Alejandro. Positive moment tests for precast concrete panel-decked composite bridges. College Station, Tex: Texas Transportation Institute, Texas A&M University, 1987.
Buscar texto completoStanton, J. F. Load distribution and connection design for precast stemmed multibeam bridge superstructures. Washington, D.C: Transportation Research Board, National Research Council, 1986.
Buscar texto completoStone, W. C. Inelastic behavior of full-scale bridge columns subjected to cyclic loading. Gaithersburg, MD: U.S. Dept. of Commerce, National Institute of Standards and Technology, 1989.
Buscar texto completo(Firm), VIC ROADS. Manual for assessment, maintenance and rehabilitation of concrete bridges. Kew, Vic: Vic Roads, 1990.
Buscar texto completoMinor, John C. Condition surveys of concrete bridge components: User's manual. Washington, D.C: Transportation Research Board, National Research Council, 1988.
Buscar texto completoBeal, David B. Load capacity of jack arch bridges. Albany, N.Y: New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.
Buscar texto completoGhorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 1993.
Buscar texto completoGhorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 1993.
Buscar texto completoGhorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 1993.
Buscar texto completoNewhook, John Patrick. The behaviour of steel-free concrete bridge deck slabs under static loading conditions. Halifax, N.S: Nova Scotia CAD/CAM Centre, Dalhousie University, 1997.
Buscar texto completoBakht, Baidar. Evaluation by testing of a bridge with girders, floor beams and stringers. [Toronto]: Ontario Ministry of Transportation, Research and Development Branch, 1992.
Buscar texto completoIssa, Mohsen A. Construction loads and vibrations. [Edwardsville, IL]: Illinois Transportation Research Center, Illinois Dept. of Transportation, 1998.
Buscar texto completoCasarotti, Chiara. Adaptive pushover-based methods for seismic assessment and design of bridge structures. Pavia, Italy: IUSS Press, 2005.
Buscar texto completoGamble, W. L. Static response of three precast pretensioned concrete railroad bridges. Chicago, Ill: AAR Technical Center, 1995.
Buscar texto completoKachlakev, Damian I. Testing of full-size reinforced concrete beams strengthened with FRP composites: Experimental results and design methods verification. Salem, OR: Oregon Dept. of Transportation, Research Group, 2000.
Buscar texto completoKachlakev, Damian I. Testing of full-size reinforced concrete beams strengthened with FRP composites: Experimental results and design methods verification. Salem, OR: Oregon Dept. of Transportation, Research Group, 2000.
Buscar texto completoEitel, Amy. Development of a load test for the evaluation and rating of short-span reinforced concrete slab bridges. Cleveland, Ohio: Dept. of Civil Engineering, Case Western Reserve University, 2002.
Buscar texto completoUS-Canada-Europe Workshop on Bridge Engineering (1997 Zurich, Switzerland). Recent advances in bridge engineering: Advanced rehabilitation, durable materials, nondestructive evaluation, and management : proceedigns of the US-Canada-Europe Workshop on Bridge Engineering, Zurich, Switzerland, july 14-15, 1997. New York: Columbia University, 1997.
Buscar texto completoWipf, Terry J. Evaluation of post-tension strengthened steel girder bridge using FRP bars. Ames, IA: Center for Transportation Research and Education, Iowa State University, 2003.
Buscar texto completoAbendroth, R. E. Steel diaphragms in prestressed concrete girder bridges. Ames, Iowa: Center for Transportation Research and Education, Iowa State University, 2004.
Buscar texto completoLee, Luke S. Investigation of integrity and effectiveness of RC bridge deck rehabilitated with CFRP composites. La Jolla, Calif: Structural Systems Research Project, Dept. of Structural Engineering, University of California, San Diego, 2004.
Buscar texto completoPeterman, Robert J. Evaluation of strand transfer and development lengths in pretensioned girders with semi-lightweight concrete. West Lafayette, Ind: Purdue University, [Joint Transportation Research Program, 1999.
Buscar texto completoRamakrishnan, V. The determination of the permeability, density, and bond strength of non-metallic fiber reinforced concrete in bridge deck overlay applications. Pierre, SD: South Dakota Dept. of Transportation, Office of Research, 2000.
Buscar texto completoGrace, Nabil F. Environmental/durability evaluation of FRP composite strengthened bridges. Southfield, Mich: Lawrence Technological University, Civil Engineering Dept., 2003.
Buscar texto completoTrochalakis, Panos. Design of seismic restrainers for in-span hinges. [Olympia, Wash: Washington State Dept. of Transportation, 1996.
Buscar texto completoMcLean, David I. Seismic performance and retrofit of multi-column bridge bents. [Olympia]: Washington State Dept. of Transportation, 1998.
Buscar texto completoJames, Charles P. Microsilica modified concrete for bridge deck overlays: Final report. Salem, Or: Research Unit, Oregon Dept. of Transportation, 1997.
Buscar texto completoHachem, Mahmoud M. Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading. Richmond, Calif: Pacific Earthquake Engineering Research Center, 2003.
Buscar texto completoKokudo Gijutsu Seisaku Sōgō Kenkyūjo (Japan). PRC dōrokyō no seinō shōsa ni kansuru kenkyū. Tsukuba-shi: Kokudo Gijutsu Seisaku Sōgō Kenkyūjo, 2011.
Buscar texto completoTrochalakis, Panos. Unseating of simply supported spans during earthquakes. [Olympia]: Washington State Dept. of Transportation, 1996.
Buscar texto completoKachlakev, Damian I. Behavior of concrete specimens reinforced with composite materials: Laboratory study. Salem, Or: Oregon Dept. of Transportation, Research Group, 2000.
Buscar texto completoHenrique L. M. dos Reis. Evaluation of bridge deck delamination investigation methods. [Edwardsville, IL]: Illinois Transportation Research Center, Illinois Dept. of Transportation, 1998.
Buscar texto completoLehman, Dawn E. Cotton duck bearing pads: Engineering evaluation and design recommendations / by Dawn E. Lehman ... [et al.]. Olympia, Wash: Washington State Dept. of Transportation, 2003.
Buscar texto completoE, Lehman Dawn, Washington (State). Dept. of Transportation., Washington State Transportation Center y Washington State Transportation Commission, eds. Cotton duck bearing pads: Engineering evaluation and design recommendations. Olympia, Wash: Washington State Dept. of Transportation, 2003.
Buscar texto completoMcLean, David I. Moment-reducing hinge details for the bases of bridge columns: Final report, Research Project GC 8287, Task 5, Plastic Hinge Details. [Olympia, Wash.]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1990.
Buscar texto completoSharp, Stephen R. Evaluation of two corrosion inhibitors using two surface application methods for reinforced concrete structures. Charlottesville, Va: Virginia Transportation Research Council, 2004.
Buscar texto completoMcLean, David I. Seismic retrofitting of rectangular bridge column for shear: Final report, Research Project GC 8720, Task 07, Seismic Retrofit of Bridge Columns. [Olympia, Wash.]: Washington State Dept. of Transportation, Washington State Transportation Commission, in cooperation with U.S. Dept. of Transportation, Federal Highway Administration, 1992.
Buscar texto completoHoshikuma, Jun'ichi. Tekkin konkurīto kyōkyaku no jishinji genkai jōtai no hyōka shuhō ni kansuru kenkyū. Ibaraki-ken Tsukuba-shi: Doboku Kenkyūjo, 2013.
Buscar texto completoFeng, Maria Q. Determining the effective system damping of highway bridges. Irvine, Calif: University of California, Irvine, Dept. of Civil & Environmental Engineering, 2009.
Buscar texto completoPridmore, Anna B. Structural response of near surface mounted CFRP strengthened reinforced concrete bridge deck overhang. La Jolla, Calif: Structural Systems Research Project, Dept. of Structural Engineering, University of California, San Diego, 2008.
Buscar texto completoCheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1986.
Buscar texto completoCheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1986.
Buscar texto completoCheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1986.
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