摘要
通过有限元软件ANSYS分析单片墙体的竖向承载力,并在高度和构造上进行改变,分析研究墙体的竖向承载力.结合单片墙体的破坏模式,提出改造墙体的构造措施,分别给墙体增设构造柱和配筋带.结果表明,一定的构造措施能够明显的提高竖向承载力.
The vertical bearing capacity of single wall was using ANSYS finite element software analysis,and it is analyzed as the height and structure of wall changed.Combined the failure mode of single wall and put forward measures to reform the construction of the wall,which is additional structural columns and reinforced concrete in the wall.The results showed that ：a certain degree of structural measures can significantly improve the vertical bearing capacity.
出处
《吉林建筑工程学院学报》
CAS
2010年第3期9-12,共4页
Journal of Jilin Architectural and Civil Engineering
关键词
有限元
离散
本构关系
finite element
discrete
constitutive relation
