Direct strength design of cold-formed purlins

被引:0
|
作者
Pham, Cao H. [1 ]
Hancock, Gregory J. [1 ]
机构
[1] School of Civil Engineering, Centre for Advanced Structural Engineering, University of Sydney
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:1 / 37
相关论文
共 50 条
  • [1] Direct Strength Design of Cold-Formed Purlins
    Pham, Cao Hung
    Hancock, Gregory J.
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2009, 135 (03): : 229 - 238
  • [2] DESIGN OF COLD-FORMED PURLINS AND RAILS RESTRAINED BY SHEETING
    TOMA, T
    WITTEMANN, K
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1994, 31 (2-3) : 149 - 168
  • [3] Modification of the Direct Strength Method for Assessing the Buckling Behavior of Cold-Formed Channel Purlins
    Wu, Q. L.
    Zhu, W. F.
    Zhang, H.
    You, J. H.
    STRENGTH OF MATERIALS, 2024, 56 (03) : 649 - 659
  • [4] Advances in the Direct Strength Method of cold-formed steel design
    Schafer, Benjamin W.
    THIN-WALLED STRUCTURES, 2019, 140 (533-541) : 533 - 541
  • [5] Effective section of cold-formed steel purlins
    Chen, Shaofan
    Su, Mingzhou
    2003, Science Press (24):
  • [6] STRUCTURAL EFFICIENCY OF COLD-FORMED STEEL PURLINS
    Cucu, Vlad
    Constantin, Daniel
    Buliga, Dan-Ilie
    21ST INTERNATIONAL CONFERENCE THE KNOWLEDGE-BASED ORGANIZATION, 2015, 21 : 809 - 814
  • [7] Numerical simulation of high strength cold-formed purlins in combined bending and shear
    Pham, Cao Hung
    Hancock, Gregory J.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2010, 66 (10) : 1205 - 1217
  • [8] Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections
    Favero Neto, Alomir H.
    Vieira, Luiz C. M., Jr.
    Malite, Maximiliano
    THIN-WALLED STRUCTURES, 2016, 104 : 44 - 53
  • [9] Review: The Direct Strength Method of cold-formed steel member design
    Schafer, B. W.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2008, 64 (7-8) : 766 - 778
  • [10] Direct Strength Method for Design of Cold-Formed Steel Columns with Holes
    Moen, C. D.
    Schafer, B. W.
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2011, 137 (05): : 559 - 570