正文
《结构与土木工程前沿(英文)》 >> 2019年 第13卷 第4期 doi: 10.1007/s11709-019-0525-7
Seismic progressive-failure analysis of tall steel structures under beam-removal scenarios
. School of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran 13496, Iran.. Independent Researcher, Earthquake Engineer, Parand 37611, Iran.. Centre for Infrastructure Engineering, Western Sydney University, NSW 2751, Australia
摘要
关键词
progressive collapse ; tall steel moment-resisting frames ; non-linear dynamic analysis ; beam-removal scenario ; impact
正文