| 钢筋混凝土框架结构在小震作用下失效相关性的拟动力模型试验研究 |
| |
| 引用本文： | 王东炜,朱小青,张长虹.钢筋混凝土框架结构在小震作用下失效相关性的拟动力模型试验研究[J].世界地震工程,2006,22(2):19-23. |
| |
| 作者姓名： | 王东炜 朱小青 张长虹 |
| |
| 作者单位： | 1. 郑州大学,土木工程学院,河南,郑州,450002
2. 郑州大学综合设计研究院,河南,郑州,450002 |
| |
| 基金项目： | 国家自然科学基金项目(50178064) |
| |
| 摘 要： | 通过两榀二层三跨规范钢筋混凝土对称、非对称框架结构模型的拟动力试验,对试件在小震作用截面约束的失效相关性进行了分析,并与文献中的Monte-Carlo随机模拟结果进行了比较,进一步验证了规范钢筋混凝土框架结构在小震作用下失效独立的相关性结论。
|
| 关 键 词： | 失效相关性 小震 拟动力试验 钢筋混凝土框架 相似原理 |
| 文章编号： | 1007-6069(2006)02-0019-05 |
| 收稿时间： | 2006-02-25 |
| 修稿时间： | 2006-05-13 |
The pseudo-dynamic testing on failure correlation of models of reinforced concrete frame structures under small earthquakes |
| |
| WANG Dong-wei,ZHU Xiao-qing,ZHANG Chang-hong.The pseudo-dynamic testing on failure correlation of models of reinforced concrete frame structures under small earthquakes[J].World Information On Earthquake Engineering,2006,22(2):19-23. |
| |
| Authors: | WANG Dong-wei ZHU Xiao-qing ZHANG Chang-hong |
| |
| Institution: | 1. College of Civil Engineering, Zhengzhou University, Zhengzhou 450002, China ;2. Zhengzhou university multi-functional design and research Institute, zhengzhou 450002 ,China |
| |
| Abstract: | The failure correlation of the structural constraints of RC frames is studied in this paper.Two symmetric and asymmetric RC frame models are designed according to the design codes and tested by the pseudo-dynamic method.And the testing results are compared to the Monte-Carlo random simulation results in references,and it is verified further the correlation conclusion that the constraints of a RC frame structure under small earthquakes is failure independently. |
| |
| Keywords: | failure correlation small earthquake pseudo-dynamic testing reinforced concrete frame similarity principle |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
