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.File in questo prodotto:
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