A comparative evaluation of design procedures considering both building code provisions both innovative methods based on the second order plastic analysis was carried out. At this aim, a multi-objective and multi-criteria performance evaluation of steel moment-resisting frame buildings was realised combining performance criteria of structural and non-structural components. As an alternative to incremental response history analysis, an iterative nonlinear static procedure based on the Inelastic and Capacity Spectra Method was used for the performance-based assessment.
Valutazione delle prestazioni sismiche di strutture intelaiate in acciaio
FERRAIOLI, Massimiliano;AVOSSA, Alberto Maria;MANDARA, Alberto
2007
Abstract
A comparative evaluation of design procedures considering both building code provisions both innovative methods based on the second order plastic analysis was carried out. At this aim, a multi-objective and multi-criteria performance evaluation of steel moment-resisting frame buildings was realised combining performance criteria of structural and non-structural components. As an alternative to incremental response history analysis, an iterative nonlinear static procedure based on the Inelastic and Capacity Spectra Method was used for the performance-based assessment.File in questo prodotto:
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