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Seismic fragility analysis of 3D structures

Schotanus, M.I.J. / Franchin, P. / Lupoi, A. / Pinto, P.E.

AbstractA statistical approach for time-variant system reliability problems is developed and investigated. The basic proposal is to use a response surface, characterised by a statistical model of the mixed type, to represent the 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 methodology is applied in the assessment of a 3D RC frame structure. The application allows a number of detailed implementation issues to be clarified, and confirms the robustness and versatility of the method.

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Seismic fragility analysis of 3D structures

Schotanus, M.I.J. / Franchin, P. / Lupoi, A. / Pinto, P.E.

AbstractA statistical approach for time-variant system reliability problems is developed and investigated. The basic proposal is to use a response surface, characterised by a statistical model of the mixed type, to represent the 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 methodology is applied in the assessment of a 3D RC frame structure. The application allows a number of detailed implementation issues to be clarified, and confirms the robustness and versatility of the method.

Seismic fragility analysis of 3D structures

Schotanus, M.I.J. / Franchin, P. / Lupoi, A. / Pinto, P.E.

AbstractA statistical approach for time-variant system reliability problems is developed and investigated. The basic proposal is to use a response surface, characterised by a statistical model of the mixed type, to represent the 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 methodology is applied in the assessment of a 3D RC frame structure. The application allows a number of detailed implementation issues to be clarified, and confirms the robustness and versatility of the method.

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Titel:

Seismic fragility analysis of 3D structures

Beteiligte:

Schotanus, M.I.J. (Autor:in) / Franchin, P. (Autor:in) / Lupoi, A. (Autor:in) / Pinto, P.E. (Autor:in)

Erschienen in:

Structural Safety ; 26 ; 421-441

Erscheinungsdatum:

09.03.2004

Format / Umfang:

21 pages

ISSN:

DOI:

https://doi.org/10.1016/j.strusafe.2004.03.001

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Response surface , Reinforced concrete , Multiple failure modes , Recorded accelerograms , Experimental plan , Mixed statistical model , FORM

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