| 框轻支撑板结构的抗震性能研究 |
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| 引用本文： | 陆琨,陈敬生. 框轻支撑板结构的抗震性能研究[J]. 武汉理工大学学报, 1992, 0(1) |
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| 作者姓名： | 陆琨 陈敬生 |
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| 作者单位： | 云南工学院(陆琨)，武汉工业大学建筑工程系(陈敬生) |
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| 摘 要： | 在框架轻板结构中采用预制钢筋砼支撑板作为抗侧力结构构件,是一种新的尝试。本文通过框架——支撑板在低周反复荷载下的试验,得到该结构强度、刚度及延性等抗震性能指标,分析研究了与结构特点有关的滞回曲线,以及各种性能指标的变化规律。采用等效支撑方法对结构进行了弹塑分析。
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| 关 键 词： | 支撑板 等效支撑 弹塑性分析 捏缩现象 |
A Study on Earthquake Behavior of Lightweight Frame--Braced Panel |
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| Lu Kun,Cheng Jingsheng. A Study on Earthquake Behavior of Lightweight Frame--Braced Panel[J]. Journal of Wuhan University of Technology, 1992, 0(1) |
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| Authors: | Lu Kun Cheng Jingsheng |
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| Affiliation: | Lu Kun;Cheng Jingsheng |
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| Abstract: | It is a new attempt to use reinforced concrete precast cross-braced panels ashorizontal force resisting members in light floor-frame structures. In this paper, a frame in-filled with the penel is tested under periodic cyclic load. The values of strength, stiffness andductility about earthquake resisting properties are achieved. The characteristics of hysteric re-sponse cureve are analysed. The changing regulations of the values about seismic resistingproperties are summrized. The equivalent strut method is applied to analyse the elastic-plasticproperties of the structure. |
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| Keywords: | Braced panel Equivalent strut Elastic-plastic analysis Draw shrinkage |
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