| 钢筋混凝土框架层模型的楼层刚度 |
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| 引用本文： | 尹邦信. 钢筋混凝土框架层模型的楼层刚度[J]. 广西工学院学报, 2000, 11(4): 63-65,70 |
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| 作者姓名： | 尹邦信 |
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| 作者单位： | 西南工学院土木系,四川绵阳 621002 |
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| 摘 要： | 用时程分析方法分析设置耗能装置的钢筋混凝土结构非线性地震反应时，常常要用到层间剪切刚度。文中介绍了一个较为精确的计算钢筋混凝土框架层间剪切刚度的公式。
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| 关 键 词： | 非线性地震反应 时程分析 层剪切刚度 钢筋混凝土框架层模型 楼层刚度 |
| 文章编号： | 1004-6410(2000)04-0063-03 |
Floor elastic stiffness of the reinforced concrete frame floor model |
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| YIN Bang xin. Floor elastic stiffness of the reinforced concrete frame floor model[J]. Journal of Guangxi University of Technology, 2000, 11(4): 63-65,70 |
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| Authors: | YIN Bang xin |
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| Abstract: | When we analyze nonlinearity earthquake reaction of the reinforced concrete structure with costing energy equipment by the course analysis method, we often use floor shear stiffness In this paper, we have presented a relatively accurate formula of accounting floor shear stiffness of the reinforced concrete structure |
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| Keywords: | nonlinearity earthquake reaction course analysis floor shear stiffness |
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