| 钢结构住宅体系墙板及墙板节点足尺模型振动台试验研究 |
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| 引用本文： | 李国强,赵欣,孙飞飞,高文利,杨尊权,靳世文.钢结构住宅体系墙板及墙板节点足尺模型振动台试验研究[J].地震工程与工程振动,2003,23(1):64-70. |
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| 作者姓名： | 李国强 赵欣 孙飞飞 高文利 杨尊权 靳世文 |
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| 作者单位： | 1. 同济大学,上海,200092
2. 山东安尔发建筑科技有限公司,山东,莱芜,271100 |
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| 基金项目： | 上海市建设技术发展基金会项目(A0206113) |
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| 摘 要： | 本文对山东安尔发建筑科技有限公司开发的钢结构住宅体系的墙板及墙板节点足尺模型进行了模拟地震振动台试验研究，分析了该体系的自振特性、地震反应特征和破坏现象，特别对外墙板及内墙的节点的抗震性能进行了深入研究，得出了有益的结论，为钢结构住宅体系的进一步推广提供了试验依据。
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| 关 键 词： | 钢结构住宅 墙板节点 足尺模型 振动台 地震反应特性 自振特性 |
| 文章编号： | 1000-1301(2003)01-0064-07 |
Shaking table study on a full scale model of wall panels and their connections of steel frame residential building systems |
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| Abstract: | A full scale model of wall panels and their connections to the steel frame systems for residential buildings, which was developed by Shandong Alpha Building Technology Corporation,was tested on shaking table at Tongji University. The dynamic properties,seismic responses and damage features of the model were recorded and analyzed.Moreover the aseismic properties of the joints of exterior wall panels and infilled walls were studied intensively and the valuable results were obtained.The study work given in this paper presents an experimental basis for the further popularity of the steel frame residential building systems. |
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| Keywords: | steel frame residential building simulated earthquakes full-scale model shaking table |
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