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논문 기본 정보

자료유형
학술저널
저자정보
Shengfang Qiao (Guangzhou Institute of Building Science Co., Ltd) Xiaolei Han (South China University of Technology) Hesong Hu (Guangzhou Construction Engineering Co., Ltd) Mengxiong Tang (Guangzhou Construction Engineering Co., Ltd)
저널정보
국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.91 No.4
발행연도
2024.8
수록면
369 - 382 (14page)

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초록· 키워드

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The earthquake loss assessment framework of ductile reinforced concrete (or RC) frame using componentperformance -based methodology was studied in this paper. The elasto-plastic rotation angle was used as the damage indicator of structural component, and the damage-to-loss model was proposed on the basis of the deformation indicator of structural component. Dynamic instability during incremental dynamic analysis was taken as collapse criterion, and column failure was taken as criterion that structure has to be demolished. Expected earthquake losses of low-rise, mid-rise and high-rise RC frames were discussed. The expected earthquake loss encompassed collapse loss, demolition loss and repair loss. Furthermore, component groups of RC frame were divided into structural components, nonstructural components and rugged components. The results indicate that ductile RC frame is more likely to be demolished than collapse, especially in low-rise and mid-rise RC frames. Furthermore, the less collapse margin ratio the structure has, the more demolition probability the structure will suffer under rare earthquake. The demolition share of total earthquake loss might be more prominent than repair share and collapse share in ductile RC frame.

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