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.
H. Shakib and M. SadrNeshin, (1999). Evaluation of Torsional Provisions of Seismic Codes Considering Effects of Soil-Structure Interaction. Journal of Advanced Materials in Engineering (Esteghlal), 18(1), 89-101.
MLA
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), 18, 1, 1999, 89-101.
HARVARD
H. Shakib and M. SadrNeshin, (1999). 'Evaluation of Torsional Provisions of Seismic Codes Considering Effects of Soil-Structure Interaction', Journal of Advanced Materials in Engineering (Esteghlal), 18(1), pp. 89-101.
VANCOUVER
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.
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