The effectiveness of nonlinear static procedures for estimating the seismic performance of steel frame structures was investigated. At this aim, the procedures proposed in FEMA 356, ASCE/SEI 41-04, ATC40, FEMA440-ATC-55 were applied for the displacement-based performance assessment. The results obtained were compared with incremental time-history response.

Accuracy of nonlinear static procedures for estimating the seismic performance of steel frame structures

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

Abstract

The effectiveness of nonlinear static procedures for estimating the seismic performance of steel frame structures was investigated. At this aim, the procedures proposed in FEMA 356, ASCE/SEI 41-04, ATC40, FEMA440-ATC-55 were applied for the displacement-based performance assessment. The results obtained were compared 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/11591/207509
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