摘要
基于陕西省汉中市某钢结构轻型住宅试点项目,提出一种新型复合墙板,选择普通的复合墙板与之对比分析,采用加载试验对两者的抗震性能进行分析,加载试验得到两者的荷载-位移骨架曲线和滞回曲线,并对两者的变形性能和耗能性能进行综合分析。另外,基于ABAQUS有限元软件对两试件进行数值分析。综合加载试验和有限元仿真分析结果,提出的新型复合墙板抗震性能更好,更适用于住宅项目。
Based on the pilot project of a steel structure light house in Hanzhong City of Shaanxi Province,the paper presented a new type of composite wall panel,choosing the common composite wall panels in the market and comparing with them,using the loading test to analyze the seismic behavior of both,（P-Δ） skeleton curves and hysteresis curves were obtained,and the deformation performance and energy dissipation performance of the two were comprehensively analyzed.In addition,two specimens were analyzed numerically based on ABAQUS finite element software. According to the results of the comprehensive loading test and the finite element simulation,the new composite wallboard presented in the paper was better in seismic behavior and more suitable for residential pilot projects. The research methods and results of the paper have good theoretical and practical value,which can provide reference for the same type of project.
作者
梁锐
LIANG Rui(School of Architecture and Urban Planning,Guangdong University of Technology,Guangzhou 330022,China)
出处
《钢结构》
2018年第9期38-41,126,共5页
Steel Construction
关键词
钢结构住宅
复合墙板
抗震性能
加载试验
steel structure house
composite wallboard
seismic behavior
loading test
