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Frontiers of Structural and Civil Engineering >> 2019, Volume 13, Issue 4 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
Abstract
Keywords
progressive collapse ; tall steel moment-resisting frames ; non-linear dynamic analysis ; beam-removal scenario ; impact
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