钢板剪力墙
剪切(地质)
复合材料
延展性(地球科学)
剪切(物理)
作者
Saeid Sabouri-Ghomi,Carlos E. Ventura,Mehdi H. K. Kharrazi
出处
期刊:Journal of Structural Engineering-asce
[American Society of Civil Engineers]
日期:2005-06-01
卷期号:131 (6): 878-889
被引量:152
标识
DOI:10.1061/(asce)0733-9445(2005)131:6(878)
摘要
During the last 3 decades interest has grown globally in the application of ductile steel plate walls (DSPWs) (or steel plate shear walls) for building lateral load resistance. The supporting theory has evolved from both analytical and experimental research conducted in several countries around the world. The advantages of using DSPWs as the lateral force resisting system in buildings include stable hysteretic characteristics, high plastic energy absorption capacity, and enhanced stiffness, strength and ductility. A significant number of experimental and analytical studies have been carried out to establish analysis and design methods for such lateral resisting systems. Despite these efforts there is still a need for a general analysis and design methodology that not only accounts for the interaction of the plates and the framing system but also can be used to better understand the linear and nonlinear behavior of different DSPW configurations. These configurations include DSPWs with thin or thick steel p...
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