Impact of initial damage path and spectral shape on aftershock collapse fragility of RC frames

Yang Liu , Xiao-Hui Yu , Da-Gang Lu , Fu-Zi Ma

Abstract

The influences of initial damage paths and aftershock (AS) spectral shape on the assessment of AS collapse fragility are investigated. To do this, a four-story ductile reinforced concrete (RC) frame structure is employed as the study case. The farfield earthquake records recommended by FEMA P695 are used as AS ground motions. The AS incremental dynamic analyses are performed for the damaged structure. To examine the effect of initial damage paths, a total of six kinds of initial damage paths are adopted to simulate different initial damage states of the structure by pushover analysis and dynamic analysis. For the pushover-based initial damage paths, the structure is \"pushed\" using either uniform or triangle lateral load pattern to a specified damage state quantified by the maximum inter-story drift ratio. Among the dynamic initial damage paths, one single mainshock ground motion or a suite of mainshock ground motions are used in the incremental dynamic analyses to generate a specified initial damage state to the structure. The results show that the structure collapse capacity is reduced as the increase of initial damage, and the initial damage paths show a significant effect on the calculated collapse capacities of the damaged structure (especially at severe damage states). To account for the effect of AS spectral shape, the AS collapse fragility can be adjusted at different target values of

Key Words

aftershock; mainshock; collapse fragility; damage path; spectral shape; RC frame structures

Address

Yang Liu — College of Architecture and Environment, Sichuan University, Chengdu 610064, P.R. China; School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, P.R. China
Xiao-Hui Yu — Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, P.R. China; Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, P.R. China; School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, P.R. China
Da-Gang Lu — Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, P.R. China; Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, P.R. China; School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, P.R. China
Fu-Zi Ma — School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, P.R. China

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