| 带竖缝钢筋混凝土剪力墙的抗侧刚度分析 |
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| 引用本文： | 左晓宝.带竖缝钢筋混凝土剪力墙的抗侧刚度分析[J].力学与实践,2003,25(3):46-48. |
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| 作者姓名： | 左晓宝 |
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| 作者单位： | 南京理工大学理学院,南京,210094 |
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| 摘 要： | 为降低大震下结构的刚度，以减轻结构物的地层灾害，设计了一种带竖缝的钢筋混凝土剪力墙构件．根据它在水平力作用下的受力特点，建立了相应的刚度计算模型和计算公式，并与试验结果进行了对比，二吻合较好．
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| 关 键 词： | 竖缝 钢筋混凝土剪力墙 抗侧刚度 抗震性能 水平力 |
| 修稿时间： | 2002年2月4日 |
THE DRIFT STIFFNESS ANALYSIS OF THE REINFORCED CONCRETE SHEARWALL WITH VERTICAL SEAMS |
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| ZUO Xiaobao.THE DRIFT STIFFNESS ANALYSIS OF THE REINFORCED CONCRETE SHEARWALL WITH VERTICAL SEAMS[J].Mechanics and Engineering,2003,25(3):46-48. |
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| Authors: | ZUO Xiaobao |
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| Abstract: | In order to reduce the structural drift stiffness and weaken the seismic response of structures under a strong earthquake, a reinforced concrete shearwall with vertical seams has been designed. Based on its behavior under the horizontal loads, the model of calculating its drift stiffness and the corresponding formulae are established. The results obtained from the model were found to agree well with the experimental results. |
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| Keywords: | shearwall with vertical seams drift stiffness earthquake-resistant |
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