Volume 18, Issue 1 (4-1999)                   jame 1999, 18(1): 89-101 | Back to browse issues page

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Abstract:   (3354 Views)
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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Type of Study: Research | Subject: General
Received: 2014/10/25 | Published: 1999/04/15