摘要
以某六层平板—异形柱框架结构为例,采用ETABS,SATWE程序,对比分析了平板—异形柱结构设置不同边梁截面尺寸的结构自振周期、侧向位移及楼层轴力和剪力分布,探讨了带边梁平板—异形柱结构的受力性能,并提出合理化建议以指导工程实践。
The results of a 6-story flat plate-special-shaped column structures was calculated by the software packages—ETABS and SATWE,the different structural characteristic values such as structural free vibration periods,structural displacements and distribution of axial forces and shear were compared.Behaviors of flat plate-special-shaped column structures with edge beam were discussed,and some reasonable suggests were put forward for use in engineering practice.
出处
《山西建筑》
2007年第7期5-6,共2页
Shanxi Architecture
基金
广东省茂名学院自然科学研究基金资助项目
关键词
平板—异形柱框架结构
边梁
受力性能
flat plate-special-shaped column structures
edge beam
behaviors
