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.File in questo prodotto:
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