正文
《结构与土木工程前沿(英文)》 >> 2011年 第5卷 第3期 doi: 10.1007/s11709-011-0116-8
Seismic analysis of a super high-rise steel structure with horizontal strengthened storeys
1. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. Wuhan Architectural Design Institute, Wuhan 430014, China
摘要
关键词
seismic analysis ; steel structure ; super high-rise ; horizontal strengthened storey ; response spectrum analysis ; time-history analysis
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