摘要
本文针对框架剪力墙结构楼板产生的裂缝,考虑相关荷载作用,采用有限元方法进行分析,得出裂缝成因,并为今后防止和减少类似裂缝的产生和发展从设计方面的结构构件布局、配筋形式等方面提供理论借鉴。
This paper aims at the crack of frame-shearwall structure floor. The cause of the floor crack is found with analysis of the finite element method considering correlation loads. And some theory reference are provided in the design of structural element layou and reforcing steel bar form to avoiding and reducing the creak.
出处
《工程抗震与加固改造》
2007年第2期63-65,共3页
Earthquake Resistant Engineering and Retrofitting
关键词
框架剪力墙结构
裂缝
温度荷载
结构布局
配筋形式
有限元
flame- shearwall structure
crack
temperature load
structure layout
reinforcing steel bar form
finite element method
