| 配筋混凝土小砌块剪力墙承载力试验研究 |
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| 引用本文： | 姜洪斌,唐岱新,张洪涛.配筋混凝土小砌块剪力墙承载力试验研究[J].哈尔滨建筑大学学报,2001,34(3):30-34. |
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| 作者姓名： | 姜洪斌 唐岱新 张洪涛 |
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| 作者单位： | 哈尔滨工业大学土木工程学院, |
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| 摘 要： | 为了研究配筋混凝土小砌块剪力墙承载力性能，设计了两组共18片不同高宽比的墙片，并采用不同的纵向和水平配筋，所有墙片在恒定的垂直菏载下进行水平循环菏载试验，试验主要研究墙片的高宽比、配筋数量和轴向压力大小对承载力及破坏特征的影响，抗弯和抗剪承载力分析采用相应基本假定，计算值与试验值吻合较好。
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| 关 键 词： | 混凝土小砌块 承载力 抗压强度 剪力墙 试验 |
| 文章编号： | 1006-6780(2001)03-0030-05 |
| 修稿时间： | 2000年5月19日 |
Test on mechanics behavior of reinforced concrete block shear wall |
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| JIANG Hong-bin,TANG Dai-xin,ZHANG Hong-tao.Test on mechanics behavior of reinforced concrete block shear wall[J].Journal of Harbin University of Civil Engineering and Architecture,2001,34(3):30-34. |
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| Authors: | JIANG Hong-bin TANG Dai-xin ZHANG Hong-tao |
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| Abstract: | Presents the test of reinforced masonry walls, made of hollow concrete blocks, with 2 groups of 18 walls made of two different reight to width ratio. under constant vertical and cyclic horizontal loading to study the effects of destory feaures and capacity caused by different height to width ratio, reinforcement ratio and axial compression. and concludes from the results of calculation and test results that they are in good agreement with each other. |
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| Keywords: | reinforced masonry conctete block limit strength compressive strength shear mchanism high-rise buildings shear wall pseudostatistic |
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