Books on the topic 'Concrete bridges – Testing; Concrete – Fatigue'

LaFraugh, 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.

Woodward, R. J. Non destructive testing methods for concrete bridges. Crowthorne, Berks: Transport and Road Research Laboratory, Structures Group, Bridges Division, 1989.

Woodward, R. J. Non destructive testing methods for concrete bridges. Crowthorne: Bridges Division, Structures Group, Transport and Road Research Laboratory, 1989.

Brown, J. H. The performance of concrete in practice: A field study of highway bridges. Crowthorne: Transportand Road Research Laboratory, 1987.

Osegueda, Roberto Alejandro. Positive moment tests for precast concrete panel-decked composite bridges. College Station, Tex: Texas Transportation Institute, Texas A&M University, 1987.

Guthrie, W. Spencer. Performance of concrete bridge deck surface treatments: Final report. Salt Lake City, Utah: Utah Department of Transportation, Research Division, 2005.

Guthrie, W. Spencer. Performance of concrete bridge deck surface treatments: Final report. Salt Lake City, Utah: Utah Department of Transportation, Research Division, 2005.

Stone, 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.

Stanton, J. F. Load distribution and connection design for precast stemmed multibeam bridge superstructures. Washington, D.C: Transportation Research Board, National Research Council, 1986.

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 1993.

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 1993.

Ghorbanpoor, Alireza. Evaluation of post-tensioned concrete bridge structures by the impact-echo technique. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 1993.

Newhook, 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.

Kachlakev, 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.

Kachlakev, 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.

Minor, John C. Condition surveys of concrete bridge components: User's manual. Washington, D.C: Transportation Research Board, National Research Council, 1988.

(Firm), VIC ROADS. Manual for assessment, maintenance and rehabilitation of concrete bridges. Kew, Vic: Vic Roads, 1990.

Gucunski, Nenad. Nondestructive testing to identify concrete bridge deck deterioration. Washington, D.C: Transportation Research Board, 2013.

Abendroth, R. E. Steel diaphragms in prestressed concrete girder bridges. Ames, Iowa: Center for Transportation Research and Education, Iowa State University, 2004.

Ramakrishnan, 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.

Issa, Mohsen A. Construction loads and vibrations. [Edwardsville, IL]: Illinois Transportation Research Center, Illinois Dept. of Transportation, 1998.

Beal, David B. Load capacity of jack arch bridges. Albany, N.Y: New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

Casarotti, Chiara. Adaptive pushover-based methods for seismic assessment and design of bridge structures. Pavia, Italy: IUSS Press, 2005.

Peterman, 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.

Gamble, W. L. Static response of three precast pretensioned concrete railroad bridges. Chicago, Ill: AAR Technical Center, 1995.

Wipf, 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.

Grace, Nabil F. Environmental/durability evaluation of FRP composite strengthened bridges. Southfield, Mich: Lawrence Technological University, Civil Engineering Dept., 2003.

Eitel, 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.

Vares, Sirje. Fibre-reinforced high-strength concrete. Espoo, Finland: Technical Research Centre of Finland, 1993.

Lee, 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.

James, Charles P. Microsilica modified concrete for bridge deck overlays: Final report. Salem, Or: Research Unit, Oregon Dept. of Transportation, 1997.

Hachem, Mahmoud M. Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading. Richmond, Calif: Pacific Earthquake Engineering Research Center, 2003.

Trochalakis, Panos. Design of seismic restrainers for in-span hinges. [Olympia, Wash: Washington State Dept. of Transportation, 1996.

Kokudo Gijutsu Seisaku Sōgō Kenkyūjo (Japan). PRC dōrokyō no seinō shōsa ni kansuru kenkyū. Tsukuba-shi: Kokudo Gijutsu Seisaku Sōgō Kenkyūjo, 2011.

US-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.

Bakht, Baidar. Evaluation by testing of a bridge with girders, floor beams and stringers. [Toronto]: Ontario Ministry of Transportation, Research and Development Branch, 1992.

McLean, David I. Seismic performance and retrofit of multi-column bridge bents. [Olympia]: Washington State Dept. of Transportation, 1998.

Kachlakev, Damian I. Behavior of concrete specimens reinforced with composite materials: Laboratory study. Salem, Or: Oregon Dept. of Transportation, Research Group, 2000.

Trochalakis, Panos. Unseating of simply supported spans during earthquakes. [Olympia]: Washington State Dept. of Transportation, 1996.

McLean, 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.

Henrique L. M. dos Reis. Evaluation of bridge deck delamination investigation methods. [Edwardsville, IL]: Illinois Transportation Research Center, Illinois Dept. of Transportation, 1998.

Sharp, Stephen R. Evaluation of two corrosion inhibitors using two surface application methods for reinforced concrete structures. Charlottesville, Va: Virginia Transportation Research Council, 2004.

Cheok, 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.

Cheok, 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.

McLean, 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.

Lehman, 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.

E, Lehman Dawn, Washington (State). Dept. of Transportation., Washington State Transportation Center, and Washington State Transportation Commission, eds. Cotton duck bearing pads: Engineering evaluation and design recommendations. Olympia, Wash: Washington State Dept. of Transportation, 2003.

Cheok, 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.

Cheok, 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.

Pridmore, 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.