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.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11591/213291
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