ULTIMATE EARTHQUAKE RESISTANCE OF MULTI-STORY STEEL FRAMES ACCOMPANIED BY THE PLASTIC DEFORMATION OF PANEL ZONE
Author:
Affiliation:
1. Dept. of Architecture, Faculty of Engineering, Univ. of Tokyo.
2. Univ. of Tokyo.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/61/481/61_KJ00004100329/_pdf
Reference1 articles.
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. INFLUENCE OF THE RIGIDITY OF COLUMN BASES ON THE ULTIMATE EARTHQUAKE RESISTANCE OF MULTI-STORY STEEL MOMENT FRAMES;Journal of Structural and Construction Engineering (Transactions of AIJ);1997
2. INFLUENCE OF THE ELASTO-PLASTIC BEHAVIOR OF COLUMN BASES WITH SLIP-TYPE HISTERESIS CHARACTERISTICS ON THE ULTIMATE EARTHQUAKE RESISTANSE OF MULTI-STORY STEEL MOMENT FRAMES;Journal of Structural and Construction Engineering (Transactions of AIJ);1997
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