ANALYSIS OF STEEL BEAM-TO-COLUMN FLANGE CONNECTIONS.

被引:0
|
作者
Patel, K.V.
Chen, W.F.
机构
关键词
Compendex;
D O I
暂无
中图分类号
学科分类号
摘要
STEEL STRUCTURES
引用
收藏
相关论文
共 50 条
  • [21] Parameter Analysis for the Beam-to-Column Minor Axis Connections of Steel Frames
    Hu, Xibing
    Chen, Da
    He, Guojing
    ADVANCES IN CIVIL INFRASTRUCTURE ENGINEERING, PTS 1 AND 2, 2013, 639-640 : 155 - 159
  • [22] Microstructure characterization of fractured steel beam-to-column connections
    C. P. Ostertag
    Journal of Materials Science, 1999, 34 : 3883 - 3891
  • [23] ROTATIONAL STIFFNESS CHARACTERISTICS OF STEEL BEAM-TO-COLUMN CONNECTIONS
    DAVISON, JB
    KIRBY, PA
    NETHERCOT, DA
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1987, 8 : 17 - 54
  • [24] Microstructure characterization of fractured steel beam-to-column connections
    Civ. and Environ. Eng. Department, University of California, Berkeley, CA 94720-1710, United States
    J Mater Sci, 16 (3883-3891):
  • [25] Ductile steel beam-to-column connections for seismic resistance
    Chen, SJ
    Yeh, CH
    Chu, JM
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1996, 122 (11): : 1292 - 1299
  • [26] TESTS OF WELDED STEEL BEAM-TO-COLUMN MOMENT CONNECTIONS
    PARFITT, J
    CHEN, WF
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1976, 102 (01): : 189 - 202
  • [27] Behaviour of RHS beam-to-column bolted steel connections
    dos Santos, Gabriel Barros
    Batista, Eduardo de Miranda
    Mascarenhas de Araujo, Afonso Henrique
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2016, 9 (04): : 296 - 304
  • [28] Microstructure characterization of fractured steel beam-to-column connections
    Ostertag, CP
    JOURNAL OF MATERIALS SCIENCE, 1999, 34 (16) : 3883 - 3891
  • [29] BEHAVIOUR OF DEMOUNTABLE STEEL AND COMPOSITE BEAM-TO-COLUMN CONNECTIONS
    Wang, J.
    Zhu, H.
    Uy, B.
    Aslani, F.
    STEEL AND ALUMINIUM STRUCTURES, 2016,
  • [30] INITIAL STIFFNESS OF SEMIRIGID STEEL BEAM-TO-COLUMN CONNECTIONS
    AZIZINAMINI, A
    BRADBURN, JH
    RADZIMINSKI, JB
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1987, 8 : 71 - 90