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.
Titolo: | Accuracy of nonlinear static procedures for estimating the seismic performance of steel frame structures |
Autori: | |
Data di pubblicazione: | 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. |
Handle: | http://hdl.handle.net/11591/207509 |
ISBN: | 978-0-415-56326-0 |
Appare nelle tipologie: | 4.1 Contributo in Atti di convegno |
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