某学校单层大空间旧房抗震性能分析

Anti-seismic performance analysis of monolayer large space structure

以某学校单层大空间旧房抗震性能分析为例,利用PKPM软件验算其在新抗震设计规范下的抗震性能,并利用ANSYS有限元分析软件,研究了墙体与梁柱连接方式对应力分布的影响,将两种计算结果进行对比分析,从而得出一些结论,对旧房拆迁和新房设计提出一定指导意见.

In this paper,a monolayer conference room of large space was recomputed by the PKPM software in order to check in whether the seismic performance meets the requirements under the new Code for Seismic Design.To achieve the actual stress distribution,finite element analysis with ANSYS software is used for the calculation such as the impact of the wall and beam-column connection to stress distribution.According to relative analysis with PKPM software,we can achieve some guidance for old house demolition and new house design.