摘要
介绍了一种新型的高层建筑结构抗侧力体系——带缝钢板剪力墙的工作性能及其初始抗侧刚度的推导过程,并基于刚度等效的原则,提出了一种带缝钢板剪力墙与人字形中心支撑的替换计算方法.应用ANSYS所作的工程实例分析表明,该方法的计算结果与文献[1]的计算结果比较吻合.
Steel plate shear wall with slit, as a new lateral force resisting system, is presented. This article analyzed the capability and lateral stiffness of steel shear wail with slit. Due to the principle of equivalent stiffness, this article put forward a method of calculation that concentrically brace replaces steel shear wall with slits. Application of ANSYS in the engineering analysis of the case study showed that the method of calculation agreed with the results of literature .
出处
《浙江工业大学学报》
CAS
北大核心
2010年第1期107-110,共4页
Journal of Zhejiang University of Technology
关键词
带缝钢板剪力墙
初始抗侧刚度
中心支撑
替代换算
steel shear wall with slits
lateral stiffness
concentrically brace
alternative conversion
