evaluation of torsional provisions of seismic codes considering effects of soil-structure interaction
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abstract
in this study, the effective parameters on the inelastic response of asymmetric buildings is evaluated for an ensemble of real iranian earthquake records by considering soil-structure interaction. then, the design eccentricity obtained from the inelastic dynamic soil-structure analysis is compared with the design eccentricity of seisimic codes of iran, atc-3, new zeland, canada, mexico, australia and ec8. finally, a formula for design eccentricity is proposed, regarding some important structural parameters.
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Journal title:
روش های عددی در مهندسی (استقلال)جلد ۱۸، شماره ۱، صفحات ۸۹-۱۰۱
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