摘要
结合实际工程 ,对钢管混凝土结构中钢管混凝土转换柱的受力性能、构造措施和设计方法等问题进行了系统研究 ,以拟动力试验和非线性有限元分析为基础 。
In this paper, the behavior under force, constructional measure and design method of CFST\|RC transitional column are researched systematically according to actual engineering. Based on the simulant dynamic experimental results and nonlinear finite element analysis, some reasonable design recommendations are presented.
出处
《工业建筑》
CSCD
北大核心
2003年第11期61-63,共3页
Industrial Construction
关键词
钢管混凝土
转换柱
设计
试验
非线性
有限元
concrete\|filled steel tube\ transitional column\ aseismic property\ finite element
