Evaluation of Torsional Provisions of Seismic Codes Considering Effects of Soil-Structure Interaction

نویسنده

  • H. Shakib and M. SadrNeshin
چکیده مقاله:

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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evaluation of torsional provisions of seismic codes considering effects of soil-structure interaction

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, austral...

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عنوان ژورنال

دوره 18  شماره 1

صفحات  89- 101

تاریخ انتشار 1999-04

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