EFFECTS OF LOCAL DEFORMATION ON ULTIMATE BEHAVIOR OF LADDER-LIKE PLATE GIRDER BRIDGES.

被引:0
|
作者
Komatsu, Sadao
Nishimura, Nobuo
Ohno, Masato
机构
来源
Technology Reports of the Osaka University | 1982年 / 32卷 / 1652-1683期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
The lateral instability of twin-girder bridges with slender aspect ratios stiffened by cross girders is discussed. The effects of both initial imperfections and the local deformation at the connection of cross girders on the ultimate strength are estimated. The strength curves expressed by a function of such an appropriate slenderness parameter as defined by the simplified layered beam analogy of twin-girder bridges are proposed for both welded and rolled girder bridges.
引用
收藏
页码:401 / 409
相关论文
共 50 条
  • [1] LOCAL STRESSES AT CROSS BEAM CONNECTIONS OF PLATE GIRDER BRIDGES.
    Okura, Ichiro
    Yubisui, Masao
    Hirano, Hiroshi
    Fukumoto, Yuhshi
    Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1988, 9 (04): : 111 - 119
  • [2] EXPERIMENTAL AND ANALYTICAL STUDY ON ULTIMATE STRENGTH OF END TRANSVERSE STIFFENER IN PLATE GIRDER BRIDGES.
    Nakai, Hiroshi
    Sakano, Masanori
    Memoirs of the Faculty of Engineering, Osaka City University, 1985, 26 : 207 - 231
  • [3] ULTIMATE STRENGTH FORMULA FOR CENTRAL-ARCH-GIRDER BRIDGES.
    Sakimoto, Tatsuro
    Komatsu, Sadao
    1600,
  • [4] Method for the Calculation of Longitudinal Moment of the Rectangular Plate Girder Bridges.
    Mattheiss, Juergen
    1979, 74 (01): : 17 - 23
  • [5] EFFECTIVE BREADTHS OF STACKED FLANGE PLATES IN PLATE GIRDER BRIDGES.
    Moffatt, K.R.
    Proceedings of the Institution of Civil Engineers (London). Part 1 - Design & Construction, 1976, 61 (pt 2): : 419 - 424
  • [6] EFFECTS OF DIAPHRAGMS IN CONTINUOUS SLAB AND GIRDER HIGHWAY BRIDGES.
    Wong, A.Y.C.
    Gamble, W.L.
    Effluent & Water Treatment Journal, 1973, (391):
  • [7] Influence of Transverse Stiffeners on Behavior of Compression Flanges of Box Girder Bridges.
    Skaloud, Miroslav
    Kristek, Vladimir
    Stavebnicky casopis, 1980, 28 (07): : 489 - 500
  • [8] Synthesis of ladder-like polynorbornenes with n-type perylenendiimide derivatives as bridges
    Fu, Wenxin
    He, Chang
    Li, Zhibo
    JOURNAL OF POLYMER SCIENCE PART A-POLYMER CHEMISTRY, 2012, 50 (07) : 1333 - 1341
  • [9] Numerical study of characteristic behavior of steel plate girder bridges
    Yamaguchi, E
    Harada, K
    Nagai, M
    Kubo, Y
    ADVANCES IN STEEL STRUCTURES, VOLS I & II, PROCEEDINGS, 2002, : 815 - 821
  • [10] Nonlinear flexural distribution behavior and ultimate system capacity of skewed steel girder bridges
    Sofi, Fayaz A.
    Steelman, Joshua S.
    ENGINEERING STRUCTURES, 2019, 197