Volume 18, Issue 1 (4-1999)
1999, 18(1): 89-101 |
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H. Shakib and M. SadrNeshin. Evaluation of Torsional Provisions of Seismic Codes Considering Effects of Soil-Structure Interaction. Journal of Advanced Materials in Engineering (Esteghlal) 1999; 18 (1) :89-101
URL: http://jame.iut.ac.ir/article-1-146-en.html
URL: http://jame.iut.ac.ir/article-1-146-en.html
Abstract: (5136 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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