DESIGN METHOD FOR PREDICTING COLLAPSE BEHAVIOR OF PLATE GIRDERS

被引:48
|
作者
ROCKEY, KC
EVANS, HR
PORTER, DM
机构
关键词
D O I
10.1680/iicep.1978.2930
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:85 / 112
页数:28
相关论文
共 50 条
  • [31] Design of Transverse Stiffeners in Plate Girders with Corrugated Web
    Basinski, Witold
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2019, 63 (02): : 577 - 592
  • [32] Design of composite plate girders under shear loading
    Department of Civil and Structural Engineering, Universiti Kebangsaan Malaysia, 43666 UKM, Bangi, Selangor, Malaysia
    不详
    不详
    Steel Compos. Struct., 2006, 1 (1-14):
  • [33] DESIGN FORMULAS FOR UNSTIFFENED AND STIFFENED PLATE GIRDERS IN SHEAR
    HERZOG, MAM
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1989, 115 (11): : 2740 - 2752
  • [34] DESIGN REQUIREMENTS FOR PLATE GIRDERS WITH BOLTED TRANSVERSE STIFFENERS
    Vasseghi, A.
    INTERNATIONAL JOURNAL OF ENGINEERING, 2005, 18 (01): : 21 - 26
  • [35] OPTIMUM DESIGN OF COMPOSITE HYBRID PLATE GIRDERS - DISCUSSION
    SRINIVASAN, CN
    ARVIND, CR
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1992, 118 (09): : 2631 - 2633
  • [36] OPTIMUM DESIGN OF COMPOSITE HYBRID PLATE GIRDERS - CLOSURE
    DHILLON, BS
    KUO, CH
    JOURNAL OF STRUCTURAL ENGINEERING, 1992, 118 (09) : 2633 - 2634
  • [37] Design of composite plate girders under shear loading
    Shanmugam, NE
    Baskar, K
    STEEL AND COMPOSITE STRUCTURES, 2006, 6 (01): : 1 - 14
  • [38] Shear design recommendations for stainless steel plate girders
    Saliba, N.
    Real, E.
    Gardner, L.
    ENGINEERING STRUCTURES, 2014, 59 : 220 - 228
  • [39] Modeling parameters for predicting the postbuckling shear strength of steel plate girders
    Glassman, Jonathan D.
    Garlock, Maria E. Moreyra
    Aziz, Esam M.
    Kodur, Venkatesh K.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2016, 121 : 136 - 143
  • [40] AN APPROXIMATE METHOD FOR SHEAR STRENGTH OF COMPOSITE PLATE GIRDERS
    Darehshouri, S. F.
    Shanmugam, N. E.
    Osman, S. A.
    Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), 2011, : 215 - 220