Hazard of Weak Panel Zone in Frame Design

Oct. 2022

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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

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

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

[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.