| 钢筋混凝土框架异型节点抗震性能的试验研究及设计计算方法 |
| |
| 引用本文： | 吴涛,李红星,朱佳宁,白国良. 钢筋混凝土框架异型节点抗震性能的试验研究及设计计算方法[J]. 建筑科学, 2003, 19(4): 17-19 |
| |
| 作者姓名： | 吴涛 李红星 朱佳宁 白国良 |
| |
| 作者单位： | 西安建筑科技大学,土木工程学院,西安,710055 |
| |
| 摘 要： | 根据四个变梁变柱异型节点构件和带有异型节点框排架子空间模型的抗震性能试验，对构件和整体结构中异型节点最终的破损进行研究，分析了各类型异型节点的工作性能和受力特点，给出了变梁变柱异型节点的抗剪承载力的计算公式和构造要求，供设计时参考。
|
| 关 键 词： | 钢筋混凝土 框架 异型节点 抗震性能 抗剪承载力 |
| 文章编号： | 1002-8528(2003)04-0017-03 |
Experimental Study on the Seismic Behavior of RC Abnormal Frame Joint and their Calculation |
| |
| WU Tao,LI Hong-xing,ZHU Jia-ning,BAI Guo-liang. Experimental Study on the Seismic Behavior of RC Abnormal Frame Joint and their Calculation[J]. Building Science, 2003, 19(4): 17-19 |
| |
| Authors: | WU Tao LI Hong-xing ZHU Jia-ning BAI Guo-liang |
| |
| Abstract: | Based on the pseudo-static test of four a bn ormal joints and the pseudo-dynamic test on the frame with abnormal joints , the failure mechanism and the seismic behavior of abnormal joints were studied. The paper puts forward the calculating equations of shear bearing capacity and cons truction methods of abnormal R.C. joints for design reference. |
| |
| Keywords: | abnormal frame Joints seismic behavior de sign proposition |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
