A multi-objective and multicriteria performance evaluation of steel moment-frame buildings was realized with a combination of the performance criteria both for structural members and for nonstructural components at the different limit state. As an alternative to incremental response history analysis, an incremental non-iterative nonlinear static procedure based on adaptive capacity spectra method was used for displacement-based seismic assessment.

Seismic performance evaluation of steel moment resisting frames using adaptive pushover

FERRAIOLI, Massimiliano;AVOSSA, Alberto Maria;MANDARA, Alberto
2011

Abstract

A multi-objective and multicriteria performance evaluation of steel moment-frame buildings was realized with a combination of the performance criteria both for structural members and for nonstructural components at the different limit state. As an alternative to incremental response history analysis, an incremental non-iterative nonlinear static procedure based on adaptive capacity spectra method was used for displacement-based seismic assessment.
Ferraioli, Massimiliano; A., Lavino; Avossa, Alberto Maria; Mandara, Alberto
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11591/223006
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