Elasto-plastic large deflection analysis of end support diaphragms in skew steel box girders

Journal of Constructional Steel Research - Tập 32 - Trang 173-190 - 1995
Shin-ichi Kimbara1
1Research Laboratory, Miyaji Iron Works Co., Ltd, Nihonbashi SK Building, 15–18 Nihonbashi, Kodenmacho, Chuo-ku, Tokyo 103, Japan

Tài liệu tham khảo

Massonnet, 1974, 313 Dowling, 1973, The behaviour up to collapse of load bearing diaphragms in rectangular and trapezoidal stiffened steel box girders, 95 Dowling, 1975, Strength of steel box girders, 101, 1929 Shimizu, 1978, The stresses near intermediate support in continuous box girders Shimizu, 1991, Reaction allotment of continuous curved box girders, Thin-Walled Structures, 11, 319, 10.1016/0263-8231(91)90019-F Yoda, 1987, On the simplified design method of support diaphragms, 440 Fukumoto, 1982, Strength of steel box girder support diaphragms 1973 Dogaki, 1986, Elastic buckling of support diaphragms with rectangular holes in steel box girders, Technical Report of Kansai University, 173 Kimbara, 1980, A conclusion for buckling strength of intermediate support diaphragms in continuous box girders Shimizu, 1992, An elasto-plastic analysis of steel box girder support diaphragms, 440 Kimbara, 1993, Stresses of the support diaphragms in skew steel box girder, J. Structural Engineering, JSCE, 39A Komatsu, 1975, Elasto-plastic analysis of compressed plate with residual stress and initial deflection 1982 Japan Road Association, 1990