A FORM-based reliability analysis has been conducted on a simple non-linear spring model idealizing a one-way asymmetric one-storey building in order to compare the plan irregularity criteria used by two major seismic codes like EC8 and IBC. Limited to the numerical example carried on a sample of structures, it appears that the IBC criterion is more conservative and complete than the EC8 ones.
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Titolo: | Reliability based comparison of seismic code criteria for plan irregular buildings |
Autori: | |
Data di pubblicazione: | 2003 |
Abstract: | A FORM-based reliability analysis has been conducted on a simple non-linear spring model idealizing a one-way asymmetric one-storey building in order to compare the plan irregularity criteria used by two major seismic codes like EC8 and IBC. Limited to the numerical example carried on a sample of structures, it appears that the IBC criterion is more conservative and complete than the EC8 ones. |
Handle: | http://hdl.handle.net/11580/4478 |
ISBN: | 9789059660045 |
Appare nelle tipologie: | 4.1 Contributo in Atti di convegno |
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