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

XML Persian Abstract Print

Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

H. Shakib and M. SadrNeshin. Evaluation of Torsional Provisions of Seismic Codes Considering Effects of Soil-Structure Interaction. jame. 1999; 18 (1) :89-101
URL: http://jame.iut.ac.ir/article-1-146-en.html
Abstract:   (3957 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.
Keywords: -
Full-Text [PDF 741 kb]   (907 Downloads)    
Type of Study: Research | Subject: General
Received: 2014/10/25 | Published: 1999/04/15

Add your comments about this article : Your username or Email:

© 2021 CC BY-NC 4.0 | Journal of Advanced Materials in Engineering (Esteghlal)

Designed & Developed by : Yektaweb