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Volume 37 Issue 8
Oct.  2022
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Article Navigation >  STEEL CONSTRUCTION(Chinese & English)  > 2022  >  37(8): 47-49
Genshu Tong. Hazard of Weak Panel Zone in Frame Design[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(8): 47-49. doi: 10.13206/j.gjgS22082001
Citation: Genshu Tong. Hazard of Weak Panel Zone in Frame Design[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(8): 47-49. doi: 10.13206/j.gjgS22082001
shu

Hazard of Weak Panel Zone in Frame Design

doi: 10.13206/j.gjgS22082001

  • Institute of High Performance Structures, Zhejiang University, Hangzhou 310058, China

  • Received Date: 2022-08-20
    Available Online: 2022-10-28
    Abstract
  • Panel zone must be checked in seismic design of frame, the paper discussed the hazards of weak panel zone and proposed equations for more strong panel zone.
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    • References(5)
  • [1]
    FEMA.Recommended seismic design criteria for new steel moment-frame buildings:FEMA 350[S].2000.
    [2]
    International Conference of Building Officials.Structural engineering design provisions:UBC 1994[S].1994.
    [3]
    王仁, 熊祝华, 黄文斌.塑性力学基础[M].北京:科学出版社, 1982.
    [4]
    童根树.钢结构与钢-混凝土组合结构设计方法[M].北京:中国建筑工业出版社, 2022.
    [5]
    中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017-2017[S].北京:中国建筑工业出版社, 2018.
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