| 底部框架抗震墙砖房1/2比例模型拟动力试验研究 |
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| 引用本文： | 梁兴文,王庆霖,梁羽风. 底部框架抗震墙砖房1/2比例模型拟动力试验研究[J]. 土木工程学报, 1999, 32(2): 14-21 |
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| 作者姓名： | 梁兴文 王庆霖 梁羽风 |
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| 作者单位： | 西安建筑科技大学 |
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| 基金项目： | 国家自然科学基金，西安市建委资助项目 |
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| 摘 要： | 对底部两层框架抗震墙上部四层砖房 １／２比例模型进行了拟动力地震反应试验；研究了地震作用下这种结构的动力反应和破坏机理；分析了试验模型的水平承载力和破坏状态；最后对这种结构的抗震性能进行了评价。
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| 关 键 词： | 底部框架抗震墙砖房 拟动力试验 水平承载力 抗震性能 |
| 修稿时间： | 1997-11-17 |
EXPERIMENTAL INVESTIGATION ON PSEUDO-DYNAMIC TEST OF 1/2 SCALE MODEL BRICK MASONRY BUILDING WITH FRAME- SHEAR WALL STRUCTURE AT FIRST TWO STORIES |
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| Liang Xingwen,Wang Qinglin,Liang Yufeng. EXPERIMENTAL INVESTIGATION ON PSEUDO-DYNAMIC TEST OF 1/2 SCALE MODEL BRICK MASONRY BUILDING WITH FRAME- SHEAR WALL STRUCTURE AT FIRST TWO STORIES[J]. China Civil Engineering Journal, 1999, 32(2): 14-21 |
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| Authors: | Liang Xingwen Wang Qinglin Liang Yufeng |
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| Affiliation: | Xi' an University of Architecture and Technology |
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| Abstract: | The pseudo - dynamic earthquake response test of a 1/2 scale model brick masonry building with frame - shear wall at first two stories has been conducted. In this paper the dynamic response and the failure mechamism of the build- ing under earthquake action are studied. The horizontal bearing capacity and the damage degree of the test model are ana- lyzed. Finally, the seismic behavior of this structure is evaluated. |
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| Keywords: | brick masonry building with frame - shear wall structure at first two stories pseudo - dynamic test horizontal bearing capacity seismic behavior |
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