Web crippling behavior of floor Joist/Rim members in built assemblies

被引:0
|
作者
Serrette, R.L. [1 ]
机构
[1] Dept. of Civil Engineering, Santa Clara Univ., Santa Clara, CA 95053, United States
关键词
D O I
暂无
中图分类号
学科分类号
摘要
Floors
引用
收藏
页码:1177 / 1185
相关论文
共 50 条
  • [21] 2ND MOMENT RELIABILITY-ANALYSIS OF FIRE EXPOSED WOOD JOIST FLOOR ASSEMBLIES
    WOESTE, FE
    SCHAFFER, EL
    FIRE AND MATERIALS, 1979, 3 (03) : 126 - 131
  • [22] Elastic web crippling of thin-walled cold formed steel members
    Bakker, MCM
    Snijder, HH
    Kerstens, JGM
    LIGHT-WEIGHT STEEL AND ALUMINIUM STRUCTURES, 1999, : 107 - 114
  • [23] Investigation of joist floor diaphragm flexibility on inelastic behavior of steel braced structures
    Hadianfard, M. A.
    Sedaghat, S.
    SCIENTIA IRANICA, 2013, 20 (03) : 445 - 453
  • [24] Web crippling of cold-formed steel built-up box sections
    He, Jun
    Young, Ben
    Thin-Walled Structures, 2022, 171
  • [25] Web crippling behavior of grouted galvanized rectangular steel tube
    He, Kang
    Chen, Yu
    Wan, Jun
    THIN-WALLED STRUCTURES, 2018, 122 : 300 - 313
  • [26] Web crippling of cold-formed steel built-up box sections
    He, Jun
    Young, Ben
    THIN-WALLED STRUCTURES, 2022, 171
  • [27] Web crippling behavior of pultruded GFRP rectangular hollow sections
    Chen, Yu
    Wang, Chaoyang
    COMPOSITES PART B-ENGINEERING, 2015, 77 : 112 - 121
  • [28] Flexural behavior of composite open web steel joist and concrete slab
    Abduljabbar, Marwah Sami
    Hamood, Mohammed J.
    Abdulsahib, Wael Shawky
    4TH INTERNATIONAL CONFERENCE ON BUILDINGS, CONSTRUCTION AND ENVIRONMENTAL ENGINEERING, 2020, 737
  • [29] BEHAVIOR OF COMPOSITE OPEN WEB STEEL JOIST UNDER IMPACT LOADING
    Abduljabbar, Marwah S.
    Abdulsahib, Wael S.
    Hamood, Mohammed J.
    JOURNAL OF ENGINEERING SCIENCE AND TECHNOLOGY, 2020, 15 (05): : 3314 - 3333
  • [30] THEORETICAL AND EXPERIMENTAL RESEARCH ON WEB CRIPPLING OF COLD-FORMED FLEXURAL STEEL MEMBERS
    BAKKER, MCM
    STARK, JWB
    THIN-WALLED STRUCTURES, 1994, 18 (04) : 261 - 290