![](/images/ico/ico_close.png)
![](/images/ico/ico5.png)
Author: Ashrafi S. Ali
Publisher: International Association for Bridge and Structural Engineering
ISSN: 1016-8664
Source: Structural Engineering International, Vol.23, Iss.2, 2013-05, pp. : 141-147
Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.
Abstract
Related content
![](/images/ico/ico_close.png)
![](/images/ico/ico5.png)
Torsional dynamic wind loads on rectangular tall buildings
By Liang S. Li Q.S. Liu S. Zhang L. Gu M.
Engineering Structures, Vol. 26, Iss. 1, 2004-01 ,pp. :
![](/images/ico/ico_close.png)
![](/images/ico/ico5.png)
![](/images/ico/ico_close.png)
![](/images/ico/ico5.png)
![](/images/ico/ico_close.png)
![](/images/ico/ico5.png)
![](/images/ico/ico_close.png)
![](/images/ico/ico5.png)
Seismic Design of Buildings to Eurocode 8
By Mclean Simon
Journal of Building Appraisal, Vol. 5, Iss. 4, 2010-01 ,pp. :