Three-dimensional modeling of steel portal frame buildings

被引:0
|
作者
Mahendran, Mahen [1 ,2 ]
Moor, Costin [1 ]
机构
[1] School of Civ. Engrg, Queensland Univ. of Technol., Brisbane, QLD 4000, Australia
[2] Queensland Rail, 305, Edward St., Brisbane, QLD 4000, Australia
来源
Journal of structural engineering New York, N.Y. | 1999年 / 125卷 / 08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
页码:870 / 878
相关论文
共 50 条
  • [1] Three-dimensional modeling of steel portal frame buildings
    Mahendran, Mahen
    Moor, Costin
    Journal of Structural Engineering, 125 (08): : 870 - 878
  • [2] Three-dimensional modeling of steel portal frame buildings
    Mahendran, M
    Moor, C
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1999, 125 (08): : 870 - 878
  • [3] Modeling three-dimensional timber light-frame buildings
    He, M
    Lam, F
    Foschi, RO
    JOURNAL OF STRUCTURAL ENGINEERING, 2001, 127 (08) : 901 - 913
  • [4] Three-Dimensional Effects and Collapse Resistance Mechanisms in Steel Frame Buildings
    Li, Honghao
    El-Tawil, Sherif
    JOURNAL OF STRUCTURAL ENGINEERING, 2014, 140 (08)
  • [5] Collapse mechanism of three-dimensional modular steel buildings: Effect of steel wall and difference with traditional steel frame
    Zhang, Jing-Zhou
    Chen, Xin
    Li, Guo-Qiang
    Yu, Zhi-Wei
    JOURNAL OF BUILDING ENGINEERING, 2023, 76
  • [6] A simplified model for seismic risk assessment of three-dimensional irregular steel moment frame buildings
    Esmailzadeh-shahri, Reza
    Eshghi, Sassan
    JOURNAL OF BUILDING ENGINEERING, 2024, 97
  • [7] Three-dimensional building stiffness model for post-frame buildings
    Niu, KT
    Gebremedhin, KG
    TRANSACTIONS OF THE ASAE, 1997, 40 (03): : 795 - 801
  • [8] Discussion of paper: Determination of storey stiffness of three-dimensional frame buildings
    Koh, CG
    See, LM
    Balendra, T
    ENGINEERING STRUCTURES, 1996, 18 (08) : 653 - 654
  • [9] Design of steel portal frame buildings for fire safety
    Moss, P. J.
    Dhakal, R. P.
    Bong, M. W.
    Buchanan, A. H.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2009, 65 (05) : 1216 - 1224