A statistical approach for seismic reliability problems is applied in the assessment of an RC frame structure. The procedure establishes a response surface, characterised by a statistical model of the mixed type, to represent the seismic capacity in an analytical limit-state function. The fragility function of the system is then calculated by FORM analysis, with the constructed empirical limit-state function as input. The application concentrates on the clarification of implementation issues, and confirms the versatility of the method in realistic problems.

Seismic fragility analysis of RC structures: use of response surface for a realistic application / Franchin, Paolo; Lupoi, Alessio; Pinto, Paolo Emilio; SCHOTANUS M., Ij. - STAMPA. - (2004), pp. 1-12. (Intervento presentato al convegno 13th World Conference on Earthquake Engineering tenutosi a Vancouver, BC, Canada nel August 2004).

Seismic fragility analysis of RC structures: use of response surface for a realistic application

FRANCHIN, Paolo;LUPOI, ALESSIO;PINTO, Paolo Emilio;
2004

Abstract

A statistical approach for seismic reliability problems is applied in the assessment of an RC frame structure. The procedure establishes a response surface, characterised by a statistical model of the mixed type, to represent the seismic capacity in an analytical limit-state function. The fragility function of the system is then calculated by FORM analysis, with the constructed empirical limit-state function as input. The application concentrates on the clarification of implementation issues, and confirms the versatility of the method in realistic problems.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/237608
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