| 钢筋混凝土外挂板摩擦恢复力特性试验及减震效果 |
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| 引用本文： | 罗健.钢筋混凝土外挂板摩擦恢复力特性试验及减震效果[J].北京建筑工程学院学报,1997,13(2):44-54. |
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| 作者姓名： | 罗健 |
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| 作者单位： | Ith Dept. of Civil Engineering，Beijing，100044 |
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| 摘 要： | 本文根据高层建筑钢结构中使用的实体外挂板试验的结果，分析了在反复荷载作用下外挂板与框架钢梁连接摩擦恢复力特性，提出了摩擦恢复力特性滞回曲线模型，同时给出了不同螺栓扭矩时滞回曲线的特性参数。并根据这一结果，结合工程实例对外桂板在高层钢结构中的减震效果进行了初步分析，得出了有意义的结论。
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| 关 键 词： | 摩擦恢复力 外挂板 反复荷载 滞回曲线模型 高层建筑钢结构 |
Experimental Study of Frictional Recovery Force of Reinforced Concrete Cladding Panal and its Earthquake Resisting Effect |
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| Luo Jian.Experimental Study of Frictional Recovery Force of Reinforced Concrete Cladding Panal and its Earthquake Resisting Effect[J].Journal of Beijing Institute of Civil Engineering and Architecture,1997,13(2):44-54. |
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| Authors: | Luo Jian |
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| Abstract: | Based on the experimental results of reinforced concrete cladding panals inhigh-rise steel structural building, this paper analyses the frictional recovery behavior between cladding panal and steel beam under cyclic loading, and illustrates the model ofhysteresis loop of frictional recovery force and the performance parameterscorrespondingly. According to this analysis result, an engineering practical example is calculated to analyses the earthquake resisting effect of reinforced concrete cladding panals tohigh-rise steel structural building and a significantive result is obtained. |
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| Keywords: | frictional recovery force cladding panal cyclic loading model of hysteresis loop high-rise steel structural building |
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