| 框支-短肢剪力墙结构中斜柱转换结构的抗震试验研究 |
| |
| 引用本文： | 张光玮,卢挺,蒋凡. 框支-短肢剪力墙结构中斜柱转换结构的抗震试验研究[J]. 西南科技大学学报, 2006, 21(3): 31-35 |
| |
| 作者姓名： | 张光玮 卢挺 蒋凡 |
| |
| 作者单位： | 1. 重庆大学土木工程学院,重庆,400045
2. 铁道部第四勘察设计院,武汉,430063 |
| |
| 摘 要： | 通过对两个单榀框支—短肢剪力墙斜柱转换结构在竖向荷载及水平荷载共同作用下的静力试验,分析了构件内应力的分布状态、试件的破坏形态、荷载传递以及转换梁的受力性能和构件的抗震性能。试验结果表明框支—短肢剪力墙斜柱转换结构具有较好的抗震性能。同时提出了在工程实践中该结构设计应注意的问题。
|
| 关 键 词： | 框支剪力墙 钢筋混凝土 斜柱转换 抗震性能 |
| 文章编号： | 1671-8755(2006)03-0031-05 |
| 收稿时间： | 2006-04-27 |
| 修稿时间： | 2006-04-27 |
Experimental Study on Aseismic Behaviors of Transfer Floor from Inclined Column to Framed Short Shear Wall |
| |
| ZHANG Guang-wei,LU Ting,JIANG Fan. Experimental Study on Aseismic Behaviors of Transfer Floor from Inclined Column to Framed Short Shear Wall[J]. Journal of Southwest University of Science and Technology, 2006, 21(3): 31-35 |
| |
| Authors: | ZHANG Guang-wei LU Ting JIANG Fan |
| |
| Abstract: | According to the test results of two specimens of transfer RC floor from inclined column to framed short shear wall loading,stress distributions,final failure model of the specimens,paths of the load transfer and the mechanical behaviours of the transfer beam are studied in detail.Especially,the ductility and energy dissipation of the specimens are also studied.The results show that the transfer RC floor from inclined column to framed short shear wall has good aseismatic behaviour. |
| |
| Keywords: | frame short shear wall reinforced concrete inclined column transfer asesimic behaviours |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
