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| 地震作用下的剪力墙结构分析 | |
| 引用本文： | 丁琳,孟庆利,洪岩,赵文军,孙静. 地震作用下的剪力墙结构分析[J]. 黑龙江水专学报, 2011, 2(1): 14-17 |
| 作者姓名： | 丁琳 孟庆利 洪岩 赵文军 孙静 |
| 作者单位： | 1. 黑龙江大学,哈尔滨,150080;哈尔滨工业大学,哈尔滨,150001 2. 中国地震局工程力学研究所,哈尔滨,150080 3. 黑龙江大学,哈尔滨,150080 |
| 基金项目： | 黑龙江省教育厅科学技术研究项目 |
| 摘 要： | 对地震条件下的建筑结构进行了非线性分析,研究了建筑一层结构的性能,建筑一层安装剪力墙可以增强结构一层的刚度,同时减少柱与柱连接的应力.研究结果表明,地震动力下结构的薄弱部位为柱的横截面. |
| 关 键 词： | 非线性分析 地震作用 结构反应 刚度 |
Structure of Installing Shear Walls under Earthquake Action |
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| DING Lin,MENG Qing-li,HONG Yan,ZHAO Wen-jun,SUN Jin. Structure of Installing Shear Walls under Earthquake Action[J]. Journal of Heilongjiang Hydraulic Engineering College, 2011, 2(1): 14-17 | |
| Authors: | DING Lin MENG Qing-li HONG Yan ZHAO Wen-jun SUN Jin |
| Affiliation: | DING Lin,MENG Qing-li,HONG Yan,ZHAO Wen-jun,SUN Jin(1.Heilongjiang University,Harbin Heilongjiang,150080;2.Harbin Institute of Technology 150001;3.Institute of Engineering Mechanics China Earthquake Administration 150080) |
| Abstract: | Non-linear analysis of buildings gives more realistic behavior of structure under earthquake action. The performance of the structure is studied, the performance of the construction can be reached by installing shear walls on the first floor. It makes the first floor stiffer and allows reducing stress in joins of columns; The research shows that cross section of columns is weakest point of structure. |
| Keywords: | non-linear analysis earthquake action behavior of structure stiffer |
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