摘要
利用ANSYS软件,对构造柱与混凝土砌块组合墙体进行竖向均布荷载作用下的受力性能非线性有限元分析,研究了不同因素如构造柱间距、纵向钢筋配筋率、层高及砌体弹性模量等,对构造柱荷载分配系数与组合墙体承载力的影响,提出了设置构造柱砌块组合墙的受压承载力计算公式。
The general FEA program ANSYS is used to analyze bearing capacity of concrete block composite wall with structural columns under the vertical load distributed equally. The influences of structural column＇ s space, reinforcement ratio in column, story height and elasticity modulus of masonry on load distribution and load bearing capacity of composite wall are discussed, and the formulas of compressive capacity of concrete block composite wall with structural columns are proposed.
出处
《建筑结构》
CSCD
北大核心
2006年第3期47-49,共3页
Building Structure
关键词
混凝土空心砌块
构造柱
组合墙体
受压承载力
concrete small hollow block
structural column
composite wall
compressive bearing capacity
