Seismic fragility assessment of RC moment-resisting frames designed according to the current Chinese seismic design code

Journal of Asian Architecture and Building Engineering

Volumn 11, Issue 1, 2012, Pages 153-160

  Jiang, Huanjun ^a   Lu, Xilin ^a   Chen, Linzhi ^b  

^a Tongji University   (China)

^b Southwestern Architectural Design Institute Co Ltd   (China)

Author keywords

Performance based seismic design; RC moment resisting frame; Seismic fragility

Indexed keywords

CODES (SYMBOLS); DAMAGE DETECTION; EARTHQUAKES; LEAST SQUARES APPROXIMATIONS; REGRESSION ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; UNCERTAINTY ANALYSIS;

EARTHQUAKE GROUND MOTIONS; INTER-STORY DRIFT RATIOS; MOMENT RESISTING FRAMES; NON-STRUCTURAL COMPONENTS; NONLINEAR LEAST SQUARES METHODS; NONLINEAR TIME HISTORY ANALYSIS; PERFORMANCE BASED SEISMIC DESIGN; SEISMIC FRAGILITY;

SEISMIC DESIGN;

EID: 84861585434     PISSN: 13467581     EISSN: 13472852     Source Type: Journal    
DOI: 10.3130/jaabe.11.153     Document Type: Article

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