Fatigue-Prone Details in Steel Bridges
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Olofsson, I., and Elfgren, L. (2004). Sustainable Bridges-Assessment for Future Traffic Demands and Longer Lives, Taylor & Francis.
Al-Emrani, M. (2006). Fatigue-Critical Details in Steel Bridges, Chalmers University of Technology.
Chajes, M.M., Soneji, J., Mulderrig, G., Roecker, H., and Milius, J. (2004). Third Annual Bridge Workshop: Fatigue and Fracture, Center of Innovative Bridge Engineering.
Fisher, J.W. (1984). Fatigue and Fracture in Steel Bridges, Wiley-Interscience.
(1996). Fatigue of Welded Components and Structures, Working Group 5 (WG5): Repair of Fatigue Loaded Welded Structures.
Miki, C., Ito, Y., and Sasaki, E. (2003). Fatigue and Repair Cases in Steel Bridges, Tokyo Institute of Technology, Department of Civil Engineering, Miki Laboratory.
kesson, B. (1991). Older Railway Bridge-Load-Carrying Capacity,Condition and Service Life, Department of Structural Engineering, Chalmers University of Technology.
Horikawa, N., Namiki, H., Tokunaga, S., Ito, K., Yamada, F., Katsuura, K., Yasuda, K., and Haruyama, Y. (2004, January 18-22). Rehabilitation of a fatigue damaged railway truss bridge. Proceedings of the Second International Conference on Bridge Maintenance, Safety and Management, Kyoto, Japan.
Sweeney, R. (1978). Transportation Research Record, Transportation Research Board.
Yen, B.T. (1990). Manual for Inspecting Bridges for Fatigue Damage Conditions, Commonwealth of Pennsylvania, Department of Transportation, Office of Research and Special Studies.
Kuehn, B., Lukić, M., Nussbaumer, A., Guenther, H.P., Helmerich, R., Herion, S., Kolstein, M., Walbridge, S., Androic, B., and Dijkstra, O. (2008). Assessment of Existing Steel Structures: Recommendations for Estimation of Remaining Fatigue Life, The Publications Office of the European Union.
Al-Emrani, M. (2002). Fatigue in Riveted Railway Bridges-A Study of the Fatigue Performance of Riveted Stringers and Stringer-to-Floor-Beam Connections, Chalmers University of Technology.
Kliger, 2004, Overlooked secondary effects in open-deck truss bridges, Struct. Eng. Int., 14, 307, 10.2749/101686604777963612
Shenton Iii, H.W., Chajes, M.J., Finch, W.W., Rzucidlo, M.C., Laning, J.C., and Chasten, C.P. (2003, January 29-31). Field test of a fatigue prone steel tied arch. Proceedings of the 2003 ASCE Structures Congress, Seattle, WA, USA.
Roeder, 2000, Dynamic response and fatigue of steel tied-arch bridge, J. Bridge Eng., 5, 14, 10.1061/(ASCE)1084-0702(2000)5:1(14)
Fisher, J.W. (1977). Bridge Fatigue Guide: Design and Details, American Institute of Steel Construction.
Miki, 1997, Fatigue strength of cope hole details in steel bridges, Int. J. Fatigue, 19, 445, 10.1016/S0142-1123(97)85727-1
Stallmeyer, J.E., and Fisher, W.E. (1958). Behavior of Welded Build-Up Beams under Repeated Loads, University of Illinois Engineering Experiment Station, College of Engineering. University of Illinois at Urbana-Champaign.
Heshmati, M., and Al-Emrani, M. (2012, January 8-12). Fatigue design of plated structures using structural hot spot stress approach. Proceedings of the 6th International Conference on Bridge Maintenance, Safety and Management, Lake Como, Italy.
Miki, C. (2004, January 18–22). Bridge engineering learned from failure-fatigue and fracture control. Proceedings of Bridge Maintenance, Safety, Management and Cost-Watanabe, Kyoto, Japan.
Albrecht, 2007, Fatigue-proofing cover plates, J. Bridge Eng., 12, 275, 10.1061/(ASCE)1084-0702(2007)12:3(275)
Fisher, J.W., Frank, K., Hirt, M., and McNamee, B. (1970). Effect of Weldments on the Fatigue Strength of Steel Beams, Highway Research Board, National Research Council.