摘要
针对异形柱的研究现状,对混凝土异形柱框架结构的抗震性能从理论上和实验分析上进行了阐述,得出异形柱框架结构和混凝土矩形柱框架结构在抗震方面没有太大的区别。
Against to the research status of special columns,the aseismic property of the concrete special-shaped column frame structure was illustrated from the oretically and experimental analysis.It concluded that the special-shaped column frame structure had not large difference with concrete rectangular column frame structure.
出处
《山西建筑》
2009年第29期65-67,共3页
Shanxi Architecture
关键词
异形柱框架
结构延性
滞回曲线
special-shaped column frame structure
structural tensility
hysteretic curve
