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| 组合砌体房屋抗震性能试验研究及分析 | |
| 引用本文： | 王新平,钟岱辉,胡伟.组合砌体房屋抗震性能试验研究及分析[J].地震工程与工程振动,2005,25(1):88-91. |
| 作者姓名： | 王新平 钟岱辉 胡伟 |
| 作者单位： | 1. 山东建筑工程学院,土木学院,山东,济南,250014;同济大学,结构工程研究所,上海,200092 2. 山东建筑工程学院,土木学院,山东,济南,250014 3. 济南大学,土木系,山东,济南,250001 |
| 基金项目： | 山东省科委鉴定成果项目(1999(63) |
| 摘 要： | 对1／4比例的9层组合砌体房屋模型进行了拟静力试验，得到此类结构的有关抗震性能指标，在此基础上，对试验模型和原型房屋进行了非线性地震反应分析，探讨了此类房屋的动力反应特性，对组合砌体房屋的抗震能力作出了较为客观的评价，并对应采取的抗震措施提出了建议。 |
| 关 键 词： | 组合砌体 模型试验 抗震性能 |
| 文章编号： | 1000-1301(2005)01-0088-04 |
Experimental study on seismic capability of a nine-storey composite masonry building |
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| Wang Xinping.Experimental study on seismic capability of a nine-storey composite masonry building[J].Earthquake Engineering and Engineering Vibration,2005,25(1):88-91. | |
| Authors: | Wang Xinping |
| Institution: | Wang Xinping~ |
| Abstract: | The experimental study on a 1/4 scale composite masonry model was done and the seismic behavior was acquired. The model made of masonry and many reinforced concrete columns were installed in the corners and middle of the wall. The model has 9 stories and its height is 6.8 m. The non-linear seismic analysis for the model and the real building was carried out and the seismic ability of the buildings was evaluated. The seismic countermeasures for the composite masonry buildings are introduced. |
| Keywords: | composite masonry experiment of a model seismic ability |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |