Behaviour of cold-formed steel single and compound plain angles in compression

被引:0
|
作者
Department of Civil Engineering, Tagore Engineering College, Vandalur, Chennai 600 048, India [1 ]
不详 [2 ]
机构
来源
Adv. Steel Constr. | 2008年 / 1卷 / 46-58期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
相关论文
共 50 条
  • [41] Resistance factor calibration for cold-formed steel compression members
    Freitas, Marcilio S. R.
    Brandao, Andre L. R.
    Freitas, Arlene M. S.
    REM-REVISTA ESCOLA DE MINAS, 2013, 66 (02) : 233 - 238
  • [42] Design of cold-formed steel unequal angle compression members
    Young, Ben
    Ellobody, Ehab
    THIN-WALLED STRUCTURES, 2007, 45 (03) : 330 - 338
  • [43] Compression members of cold-formed steel oval hollow sections
    Zhu, J. H.
    Young, B.
    TUBULAR STRUCTURES XIII, 2010, : 341 - +
  • [44] LRFD resistance factor for cold-formed steel compression members
    Ganesan, Karthik
    Moen, Cristopher D.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2012, 72 : 261 - 266
  • [45] Minimum weight of cold-formed steel sections under compression
    Tian, YS
    Lu, TJ
    THIN-WALLED STRUCTURES, 2004, 42 (04) : 515 - 532
  • [46] COMPRESSION TESTS ON COLD-FORMED STEEL COLUMNS WITH MONOSYMMETRICAL SECTION
    MOLDOVAN, A
    THIN-WALLED STRUCTURES, 1994, 20 (1-4) : 241 - 252
  • [47] Cold-formed steel lipped and plain angle columns with fixed ends
    Shifferaw, Y.
    Schafer, B. W.
    THIN-WALLED STRUCTURES, 2014, 80 : 142 - 152
  • [48] Behaviour of cold-formed lean duplex stainless steel sections
    Huang, Y.
    Young, B.
    TUBULAR STRUCTURES XIV, 2012, : 399 - 405
  • [49] Cold-formed steel structures for single storey buildings
    Dubina, D
    Fülöp, L
    Ungureanu, V
    Nagy, Z
    PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON STEEL STRUCTURES OF THE 2000'S, 2000, : 191 - 196
  • [50] Vibration behaviour of axially compressed cold-formed steel members
    Silvestre, N.
    Camotim, D.
    STEEL AND COMPOSITE STRUCTURES, 2006, 6 (03): : 221 - 236