| 装配式大板结构竖缝抗剪承载力与接缝宽度的关系 |
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| 引用本文： | 宋国华,王东炜,柳炳康,刘丽娜.装配式大板结构竖缝抗剪承载力与接缝宽度的关系[J].河南科学,2002,20(2):165-168. |
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| 作者姓名： | 宋国华 王东炜 柳炳康 刘丽娜 |
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| 作者单位： | 1. 郑州大学土木工程学院,河南郑州,450002
2. 合肥工业大学建筑工程系,安徽合肥,230009 |
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| 摘 要： | 旨在对装配式大板结构竖缝在反复荷载作用下的抗剪承载力与接缝宽度的关系进行研究 ,以使装配式结构最终成为一种完善的抗震体系。本文设计、试验了 6榀试件 ,分析了竖缝的抗剪承载力与接缝宽度的关系及其抗震性能。
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| 关 键 词： | 装配式结构 接缝宽度 接合筋 抗剪承载力 |
| 文章编号： | 1004-3918(2002)02-0165-04 |
| 修稿时间： | 2001年12月11 |
The relationship between the shear resistance and the connection width of vertical connections of precast reinforced concrete structures |
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| SONG Guo-hua,WANG Dong-wei,LIU Bing-kang,LIU Lina.The relationship between the shear resistance and the connection width of vertical connections of precast reinforced concrete structures[J].Henan Science,2002,20(2):165-168. |
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| Authors: | SONG Guo-hua WANG Dong-wei LIU Bing-kang LIU Lina |
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| Institution: | SONG Guo-hua+1,WANG Dong-wei+1,LIU Bing-kang+2,LIU Lina+1 |
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| Abstract: | The paper attempts to research the relationship between the shear resistance and connection width of vertical connections of precast reinforced concrete structures under reversed cyclic loading,so that to make the precast structures become a good kind of seismic system.Six specimens were designed and tested,the relationship between the shear resistance of connections and the width of connections is analysed,the seismic behavior of connections is studyed. |
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| Keywords: | precast structure connection width connection rod shear resistance |
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