摘要
叠合板式混凝土剪力墙结构体系在德国等国家已经得到广泛的应用,但大多数都没有考虑抗震设防的问题。运用ANSYS软件从裂缝发展形态、应力分布、承载力等方面对叠合板式混凝土墙板试件进行了单调荷载作用下的材料非线性静力有限元分析,有限元分析的结果与试验结果较为吻合;从经济适用性考虑,得出适合我国国情的构造措施。
The structural system of superimposed concrete wall panel has been widely used in Germany and other countries,but they mostly don＇t consider seismic problem.Here,the nonlinear finite element static analyses are carried out from the crack developing modality,stress distributing,bearing capacity and so on of the superimposed concrete wall panel under unidirectional load by using ANSYS software.The analysis results are well closed to experiment ones.According to the situation of China and economic applicability,the structural measures are obtained at last.
出处
《水利与建筑工程学报》
2012年第1期95-99,共5页
Journal of Water Resources and Architectural Engineering
关键词
叠合板式混凝土剪力墙
单调荷载
非线性
有限元
构造措施
superimposed concrete shear wall
unidirectional load
nonlinear
finite element
structural measure
