Books on the topic 'Bridge Joints'

Burke, Martin P. Bridge deck joints. Washington, D.C: Transportation Research Board, National Research Council, 1989.

J, Lee David, ed. Bridge bearings and expansion joints. 2nd ed. London: E & FN Spon, 1994.

Barnard, C. P. Improving the performance of bridge expansion joints: Bridge Deck Expansion Joint Working Group final report. Crowthorne, Berkshire: Transport Research Laboratory, 1997.

Swanson, Herbert N. Bridge deck expansion devices. Washington, D.C: U.S. Dept. of Transportation, Federal Highway Administration, Office of Highway Operations, Demonstration Projects Division, 1985.

Chang, Luh M. Evaluation and policy for bridge deck expansion joints. West Lafayette, Ind: Purdue University, [Joint Transportation Research Program, 2001.

American Welding Society. Technical Activities Committee, American Association of State Highway and Transportation Officials. Subcommittee on Bridges and Structures, American Association of State Highway and Transportation Officials. Executive Committee, and American National Standards Institute, eds. Bridge welding code. 6th ed. Washington, D.C: American Association of State Highway and Transportation Officials, 2010.

Dexter, Robert J. Performance testing for modular bridge joint systems. Washington, D.C: National Research Council, Transportation Research Board, 2002.

Dexter, Robert J. Fatigue design of modular bridge expansion joints. Washington, D.C: National Academy Press, 1997.

Babaei, Khossrow. Development of durable anchorage systems for bridge expansion joints: Final report, Research Project GC 8286, Task 19, Bridge--expansion joint anchorage. [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, 1989.

Adamson, Daniel Edward Joseph. Fatigue tests of riveted bridge girders. Edmonton, Canada: University of Alberta, Dept. of Civil Engineering, 1995.

American Association of State Highway and Transportation Officials. AASHTO 2012 interim revisions to Bridge welding code. 6th ed. Washington, D.C: American Association of State Highway and Transportation Officials, 2012.

Ramberger, Günter. Structural bearings and expansion joints for bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2002. http://dx.doi.org/10.2749/sed006.

Roper, Tom H. Bridge no. 90/25, Lacey V. Murrow bridge replacement expansion joint systems for the transition spans. Olympia, Wash: Washington State Dept. of Transportation, Washington State Transportation Commission, Planning and Programming Service Center, 1994.

Cuninghame, J. R. Fatigue classification of welded joints in orthotropic steel bridge decks. Crowthorne: Bridges Division,Structures Group, Transport and Road Research Laboratory, 1990.

Crosley, P. B. Acceptance criteria for steel bridge welds. Washington, D.C: Transportation Research Board, National Research Council, 1990.

Roper, Tom H. Martin Way o'xing Ceva-crete expansion joint system: Bridge no. 5/337. Olympia, Wash: Washington State Dept. of Transportation, 1994.

Gregory, E. N. Welded repair of cracks in steel bridge members. Washington, D.C: Transportation Research Board, National Research Council, 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.

McLean, David I. Seismic behavior and retrofit of bridge knee joint systems. Olympia, WA: Washington State Dept. of Transportation, 2005.

Roper, Tom H. Martin Way o'xing [i.e., overcrossing] Ceva-Crete expansion joint system: Bridge No. 5/337 : post construction report, Experimental Project WA 86-03A. [Olympia, WA]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1990.

Roper, Tom H. Pacific Avenue o'xing [i.e., overcrossing] Evazote 50 expansion joint seal: Bridge No. 5/332 : post construction report, Experimental Project WA 86-03B. [Olympia, WA]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1990.

Anderson, Keith W. URETEK stitch-in-time: I-5 Gravelly Lake to Puyallup River Bridge, milepost 124.19 to milepost 135.19. Olympia, Wash: Washington State Dept. of Transportation, 2007.

New York (State). Legislature. Senate. Committee on Transportation. In the matter of a joint meeting of the Senate and Assembly Standing Committees on Transportation on the collapse of the New York State Thruway bridge over the Schoharie Creek in Montgomery County, New York. Albany, N.Y: P.E. Williman, certified shorthand reporter, 1987.

New Jersey. Legislature. General Assembly. Transportation and Communications Committee. Public hearing before Assembly Transportation and Communicatoins [sic] Committee: Operations of the Delaware River Joint Toll Bridge Commission. Trenton, N.J: The Committee, 1993.

Integral and semi-integral bridges. Ames, Iowa: Wiley-Blackwell, 2009.

Sim, Hyoung-Bo. Effects of fabrication procedures and weld melt-through on fatigue resistance of orthotropic steel deck welds. La Jolla, Calif: Dept. of Structural Engineering, University of California, San Diego, 2007.

International Association for Bridge and Structural Engineering., ed. Structural bearings and expansion joints for bridges. Zurich, Switzerland: IABSE, 2002.

Roeder, C. W. Fatigue cracking in modular expansion joints. [Olympia, Wash.]: Washington State Dept. of Transportation, 1993.

Åkesson, B. Fatigue life of riveted steel bridges. Boca Raton, Fla: CRC Press/Balkema, 2010.

France. Service d'e tudes techniques des routes et autoroutes. Joints de chausse e des ponts routes. Bagneux: SETRA, 1986.

World Congress on Joints & Bearings (4th 1996 Sacramento, Calif.). The Fourth World Congress on Joint Sealing and Bearing Systems for Concrete Structures. Edited by Atkinson Barrie and American Concrete Institute. Farmington Hills, Mich: American Concrete Institute, 1996.

Roeder, C. W. Field measurements of dynamic wheel loads on modular expansion joints. [Olympia, Wash.]: Washington State Dept. of Transportation, 1995.

Institute, American Concrete, ed. Joint sealing and bearing systems for concrete structures. Detroit (P.O. Box 19150, Redford Station, Detroit 48219): American Concrete Institute, 1986.

1931-, Fisher John W., American Association of State Highway and Transportation Officials., and United States. Federal Highway Administration., eds. Evaluation of fatigue tests and design criteria on welded details. Washington, D.C: Transportation Research Board, National Research Council, 1986.

Badie, Sameh S. I-girder/deck connection for efficient deck replacement. [Lincoln: Nebraska Dept. of Roads, 2000.

Fatigue life of riveted steel bridges. Boca Raton, Fla: CRC Press/Balkema, 2010.

Bowman, Mark Douglas. Fatigue evaluation of steel bridges. Washington, D.C: Transportation Research Board, 2012.

Russell, H. G. Adjacent precast concrete box beam bridges: Connection details. Washington, D.C: Transportation Research Board, 2009.

DiBattista, Jeffrey D. Fatigue of riveted tension members. Edmonton: Dept. of Civil Engineering, University of Alberta, 1995.

Cheng, Yi-Wen. Fitness-for-service criteria for assessing the significance of fatigue cracks in offshore structure. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1985.

Cheng, Yi-Wen. Fitness-for-service criteria for assessing the significance of fatigue cracks in offshore structure. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1985.

Cheng, Yi-Wen. Fitness-for-service criteria for assessing the significance of fatigue cracks in offshore structure. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1985.

Cheng, Yi-Wen. Fitness-for-service criteria for assessing the significance of fatigue cracks in offshore structure. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1985.

Cheng, Yi-Wen. Fitness-for-service criteria for assessing the significance of fatigue cracks in offshore structure. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1985.

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

Japan-Bangladesh Joint Seminar on Advances in Bridge Engineering (2005 Dhaka, Bangladesh). Proceedings of the Japan-Bangladesh Joint Seminar on Advances in Bridge Engineering. Edited by Saiful Amin, A. F. M., Okui Yoshiaki, Safiullah A. M. M, Institution of Engineers (Bangladesh). Civil Engineering Division., and Doboku Gakkai. Committee on Steel Structures. Dhaka: Civil Engineering Division, Institution of Engineers, 2005.

(Japan), Doboku Kenkyūjo. Kōshōban kyōryō no hirō taikyūsei kōjō gijutsu ni kansuru kyōdō kenkyū (sono 5) hōkokusho: U ribu tsukiawase yōsetsubu no hirō kiretsu o taishō to shita taisaku gijutsu ni kansuru kentō. Tsukuba-shi: Doboku Kenkyūjo, 2010.

(Japan), Doboku Kenkyūjo. Kōshōban kyōryō no hirō taikyūsei kōjō gijutsu ni kansuru kyōdō kenkyū (sono 4) hōkokusho: SFRC no kihon bussei to setchakuzai setsugōbu ni okeru kyōdo tokusei ni kansuru kentō. Tsukuba-shi: Doboku Kenkyūjo, 2011.

New Jersey. Legislature. General Assembly. Transportation and Communications Committee. Public hearing before Assembly Transportation Committee: Operations of the Delaware River Joint Toll Bridge Commission. Trenton, N.J: The Committee, 1993.

New Jersey. Legislature. Senate. Committee on County and Municipal Government. Public hearing before Senate County & Municipal Government Committee on Senate Joint Resolution Number 31: May 28, 1986, Old Bridge Civic Center, Old Bridge, New Jersey. Trenton, N.J: The Committee, 1986.