The assessment of inelastic seismic behavior and performance of SMRF structures was developed. At this aim, some specific performance criteria both for structural members and for non-structural components at the different limit state were used. An incremental non-iterative nonlinear static procedure based on adaptive capacity spectra method was used for performance assessment. The results obtained were com-pared with incremental time-history response.

Displacement-based performance assessment of steel moment resisting frames

FERRAIOLI, Massimiliano;AVOSSA, Alberto Maria;MANDARA, Alberto
2009

Abstract

The assessment of inelastic seismic behavior and performance of SMRF structures was developed. At this aim, some specific performance criteria both for structural members and for non-structural components at the different limit state were used. An incremental non-iterative nonlinear static procedure based on adaptive capacity spectra method was used for performance assessment. The results obtained were com-pared with incremental time-history response.
978-0-415-56326-0
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11591/213952
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