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. It appears that the IBC criterion is more conservative and complete than the EC8 ones.
Reliability based comparison of seismic code criteria for plan irregular buildings / A. RASULO; B. PINTUCCHI; M. IMBIMBO; M. DE STEFANO. - STAMPA. - (2003), pp. 913-917. (Intervento presentato al convegno Applications of Statisric and Probability in Civil Engineering -ICASP9 tenutosi a San Francisco nel 9-12 June, 2003).
Reliability based comparison of seismic code criteria for plan irregular buildings
PINTUCCHI, BARBARA LORENZA;DE STEFANO, MARIO
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. It appears that the IBC criterion is more conservative and complete than the EC8 ones.
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