摘要
详细叙述了应用Matlab程序对核心型钢混凝土(CSRC)柱轴向抗压性能的数值模拟方法,提出了一种考虑箍筋影响的CSRC柱轴压强度的计算方法,研究了不同体积配箍率对核心型钢混凝土柱轴压性能的影响,数值计算结果与试验数据吻合良好。
This paper introduced a numerical method with Matlab for analyzing the axial compression behavior of Core Steel Reinforced Concrete （CSRC） columns. A calculation method of the CSRC colurnns＇ axial compression strength considering the influence of stirrups was proposed. The influences of different volume ratio of stirrups to the CSRC columns＇ axial compression behavior were also studied and the numerical results showed good agreement with the experimental results.
出处
《山西建筑》
2007年第32期22-23,共2页
Shanxi Architecture
基金
国家自然科学基金资助项目(项目编号:50478120)
厦门市海沧区政府资助项目
关键词
核心型钢混凝土柱
轴压性能
MATLAB
数值模拟
Core Steel Reinforced Concrete, axial compression behavior, Matlab, numerical simulation
