Plastic hinge method for the dual nonlinear analysis of tall steel buildings

被引:0
|
作者
Zhang, Wenyuan
Zhang, Yaochun
机构
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 / 7
相关论文
共 50 条
  • [31] A pushover seismic analysis method for asymmetric and tall buildings
    Hsiao, Fu-Pei
    Oktavianus, Yusak
    Ou, Yu-Chen
    JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS, 2015, 38 (08) : 991 - 1001
  • [32] AN APPROXIMATE METHOD FOR 3 DIMENSIONAL ANALYSIS OF TALL BUILDINGS
    STAMATO, MC
    SMITH, BS
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS, 1969, 43 (JUL): : 361 - &
  • [33] Advances of tall steel buildings in China
    Shen, ZY
    ADVANCES IN STEEL STRUCTURES, VOLS 1 AND 2, 1996, : 23 - 34
  • [34] Design optimization of tall steel buildings
    Catallo, L
    Sgambi, L
    Tranquilli, S
    SYSTEM-BASED VISION FOR STRATEGIC AND CREATIVE DESIGN, VOLS 1-3, 2003, : 521 - 526
  • [35] ADVANCED ANALYSIS OF STEEL-CONCRETE COMPOSITE BEAM-COLUMNS BY REFINED PLASTIC HINGE METHOD
    Fong, M.
    Chan, S. L.
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2012, 12 (06)
  • [36] A novel efficient plastic hinge approach for direct analysis of steel structures
    Tang, Yi-Qun
    Zhu, He
    Liu, Yao-Peng
    Ding, Yue-Yang
    Chan, Siu-Lai
    ENGINEERING STRUCTURES, 2024, 319
  • [37] Nonlinear Analysis Method of High-Strength Steel Based on Local Buckling Fiber Hinge
    Wang, Yuhua
    Zheng, Hengchao
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2021, 2021
  • [38] Refined plastic-hinge approach for advanced analysis of steel frames
    Leu, LJ
    Chen, CY
    STRUCTURAL ENGINEERING AND MECHANICS, VOLS 1 AND 2, 1999, : 481 - 486
  • [39] SECOND ORDER REFINED PLASTIC HINGE ANALYSIS OF STEEL PLANE FRAMES
    Secer, Mutlu
    SIGMA JOURNAL OF ENGINEERING AND NATURAL SCIENCES-SIGMA MUHENDISLIK VE FEN BILIMLERI DERGISI, 2006, 24 (01): : 83 - 93
  • [40] Improving the Seismic Performance of Tall Steel Buildings Using Advanced Visco-Plastic Braces
    Bae, Jaehoon
    Kim, Young-Ju
    Lee, Chang-Hwan
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2022, 22 (06) : 1658 - 1668