Live load model for highway bridges

Structural Safety - Tập 13 - Trang 53-66 - 1993
Andrzej S. Nowak1
1Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI 48109, USA

Tài liệu tham khảo

AASHTO, 1989 OHBDC, Ontario highway bridge design code, Ministry of Transportation, Downsview, Ontario, Canada, 1st Edition 1979, 2nd Edition 1983, 3rd Edition 1991. Nowak, 1979, Practical bridge code calibration, Journal of the Structural Division of ASCE, 2497, 10.1061/JSDEAG.0005307 Grouni, 1984, Calibration of the Ontario highway bridge design code, The Canadian Journal of Civil Engineering, 11, 760, 10.1139/l84-095 Ellingwood, 1980, Development of a probability based load criterion for American National Standard A58, National Bureau of Standards, NBS Special Publication 577 Hwang, 1991, Simulation of dynamic load for bridges, ASCE Journal of Structural Engineering, 117, 1413, 10.1061/(ASCE)0733-9445(1991)117:5(1413) Ghosn, 1985, A Markov renewal model for maximum bridge loading, 111 Moses, 1985, Loading spectrum experienced by bridge structures in the United States Nowak, 1991, Bridge live load models, ASCE Journal of Structural Engineering, 117, 2757, 10.1061/(ASCE)0733-9445(1991)117:9(2757) Agarwal, 1976 Nowak, 1991, Effect of truck loading on bridges Zokaie, 1992, Distribution of wheel loads on highway bridges A.S. Nowak, Calibration of the OHBDC 1991, Canadian Journal of Civil Engineering, (to appear).