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| 钢管混凝土排柱剪力墙的框—筒结构抗震性能分析 | |
| 引用本文： | 李亚娥,徐利华. 钢管混凝土排柱剪力墙的框—筒结构抗震性能分析[J]. 甘肃科学学报, 2010, 22(2): 87-90 |
| 作者姓名： | 李亚娥 徐利华 |
| 作者单位： | 兰州理工大学,土木学院,甘肃,兰州,730050 |
| 摘 要： | 以某高层框架—筒体结构为例,采用ANSYS有限元软件对设置钢管混凝土排柱剪力墙的结构进行了整体分析,软件在分析钢管混凝土排柱剪力墙具有精度更高的优点.说明剪力墙采用钢管混凝土排柱的框架-筒体结构,抗侧移刚度和延性都有显著提高,同时减小了结构的侧向位移. |
| 关 键 词： | 钢管混凝土剪力墙 框—筒结构 抗震性能 有限元分析 时程分析 |
An Analysis of Seismic Resistance Behavior of Concrete-filled Steel Tube Shear Wall with a Set of Columns |
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| LI Ya-e,XU Li-hua. An Analysis of Seismic Resistance Behavior of Concrete-filled Steel Tube Shear Wall with a Set of Columns[J]. Journal of Gansu Sciences, 2010, 22(2): 87-90 | |
| Authors: | LI Ya-e XU Li-hua |
| Affiliation: | (College of Civil Engineering,Lanzhou University of Science and Technology,Lanzhou 730050,China) |
| Abstract: | Taking the frame-core wall structure as an example,with the help of ANSYS software,an overall analysis was made for concrete-filled steel tube shear wall with a set of columns.The ANSYS software has a higher precision.In so doing the shear wall with CFST has improved its lateral stiffness and ductility,and also reduced its lateral displacement. |
| Keywords: | shear wall with CFST frame-core wall structure seismic resisitance finite element analysis time history analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |