摘要
利用ANSYS对3个有翼墙短肢剪力墙试体进行单调荷载作用下的非线性分析,将得到的骨架曲线、受荷后的裂缝图和应力云图与试验结果进行对比分析,以此来检验有限元模型建立和程序的合理性。结果表明,数值计算与试验结果符合较好,为进一步研究短肢剪力墙受力分析提供理论依据。
3 short-limbed wall （SLW） specimens under horizontal cycling load are analyzed by the nonlinear finite element analysis software ANSYS and draw skeleton curve, initial crack and stress plot. Between the ANSYS results and the experimental results had been contrasted in order to test the validity of finite model and program. The calculated and measured results are shown to be in good agreement. It provide valuable theoretic references of SLW in project.
出处
《四川建筑科学研究》
北大核心
2008年第6期61-62,73,共3页
Sichuan Building Science
基金
河南省自然科学基金资助项目(994044100)
关键词
有翼墙短肢剪力墙
非线性分析
骨架曲线
short-limbed wall with wing
nonlinear analysis
skeleton curve
