精品文档---下载后可任意编辑两边连接单双层钢板剪力墙受力性能讨论的开题报告摘要本文主要讨论了两边连接单双层钢板剪力墙的受力性能，运用有限元分析软件 ANSYS 对其进行了数值分析和模拟，考察了连接方式对剪力墙的力学性能的影响。在分析的过程中，本文比较了两种不同的连接方式，即强度连接和刚度连接。结果表明，在水平荷载下，强度连接方式可以提高剪力墙的刚度和承载能力，而刚度连接方式可以减小墙板应力集中现象。本文讨论了两边连接单双层钢板剪力墙的力学性能，对于优化钢板剪力墙的设计具有重要的参考意义。关键词：钢板剪力墙，有限元分析，连接方式，力学性能AbstractThis paper mainly studies the mechanical behavior of double-sided connected single and double-layer steel plate shear walls, using the finite element analysis software ANSYS to carry out numerical analysis and simulation, examining the influence of connection methods on the mechanical properties of shear walls. In the analysis process, this paper compares two different connection methods, namely strength connection and stiffness connection. The results show that under horizontal loads, the strength connection method can increase the stiffness and bearing capacity of the shear wall, while the stiffness connection method can reduce the stress concentration phenomenon of the wall board. This paper studies the mechanical properties of double-sided connected single and double-layer steel plate shear walls, which is of great reference value for optimizing the design of steel plate shear walls.Keywords: steel plate shear wall, finite element analysis, connection method, mechanical performance
