| 钢筋混凝土异型柱结构振动台试验研究 |
| |
| 引用本文： | 李杰,肖建庄,陈建兵,韩丽婷.钢筋混凝土异型柱结构振动台试验研究[J].土木工程学报,2002,35(3):7-12. |
| |
| 作者姓名： | 李杰 肖建庄 陈建兵 韩丽婷 |
| |
| 作者单位： | 同济大学
(李杰，肖建庄，陈建兵)，同济大学(韩丽婷) |
| |
| 基金项目： | 上海市建设技术发展基金资助 |
| |
| 摘 要： | 分别输入不同加速度峰值的EL CENTRO波、上海人工波和南海波 ,对 15层 1∶7缩尺的钢筋混凝土异型柱结构模型进行了模拟地震振动台试验研究。通过试验现象分析、模型试验地震反应研究和结构弹塑性地震反应分析 ,得出有关钢筋混凝土异型柱结构抗震性能的若干结论
|
| 关 键 词： | 异型柱 抗震性能 振动台试验 |
| 文章编号： | 1000-131X(2002)03-0007-06 |
| 修稿时间： | 2000年11月15 |
EXPERIMENTAL STUDY ON R. C. STRUCTURES WITH SPECIAL-SHAPED COLUMNS |
| |
| Li Jie,Xiao Jianzhuang,Chen Jianbing,Han Liting.EXPERIMENTAL STUDY ON R. C. STRUCTURES WITH SPECIAL-SHAPED COLUMNS[J].China Civil Engineering Journal,2002,35(3):7-12. |
| |
| Authors: | Li Jie Xiao Jianzhuang Chen Jianbing Han Liting |
| |
| Abstract: | An experimental study on the R.C. structures with special?shaped columns is performed in the paper.A structural model of 15?story frame at 1/7 scale with T?shaped,L?shaped,and +?shaped columns is designed;it is tested on a shaking table.The seismic behavior of the model under different input earthquake curves is discussed;it includes the seismic response and story shear force.The test results are compared with that of the theoretical ones.Some useful conclusions are then obtained.It is proposed that this kind of structure will be good used for aseismic building. |
| |
| Keywords: | special-shaped column aseismic behavior shaking table test |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
