| 混凝土多孔砖和组合配筋砖小截面墙体抗震性能的试验研究 |
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| 引用本文： | 崔熙光,马晓寒,陈振涛.混凝土多孔砖和组合配筋砖小截面墙体抗震性能的试验研究[J].世界地震工程,2008,24(1):116-121. |
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| 作者姓名： | 崔熙光 马晓寒 陈振涛 |
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| 作者单位： | 1. 沈阳建筑大学,土木工程学院,辽宁,沈阳,1101682
2. 营口经济技术开发区建设工程监督站,辽宁,营口,115007 |
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| 摘 要： | 针对农村窗间墙过窄的现状,提出一种组合配筋砌体以抵抗地震剪力,并提出混凝土多孔砖组合配筋砌体的参考公式.通过对混凝土多孔砖和组合配筋砖小截面墙体进行反复荷载下的抗震性能试验研究,讨论两种不同类型砌体的破坏特征、滞回特性、骨架曲线和抗剪强度等问题.组合配筋砌体与无筋砌体相比,抗震性能明显提高,延性增强.结果表明组合配筋砌体是一种能够明显改善小截面墙体抗震性能的实用方法,可在农村地区推广.
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| 关 键 词： | 混凝土多孔砖 组合砌体 抗震性能 抗剪强度 混凝土 多孔砖 组合配筋 小截面 墙体 抗震性能 性能试验研究 walls section small concrete perforated seismic behavior studies 地区 实用方法 改善 结果 增强 延性 |
| 文章编号： | 1007-6069（2008）01-0116-06 |
| 收稿时间： | 2007-11-23 |
| 修稿时间： | 2008-02-13 |
Test studies on seismic behavior of perforated concrete bricks and small section masonry reiforcing walls |
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| CUI Xi-guang,MA Xiao-han,CHEN Zhen-tao.Test studies on seismic behavior of perforated concrete bricks and small section masonry reiforcing walls[J].World Information On Earthquake Engineering,2008,24(1):116-121. |
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| Authors: | CUI Xi-guang MA Xiao-han CHEN Zhen-tao |
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| Abstract: | It is in view of that countryside window between walls excessively is narrow,a reinforced masonry wall and a reference formula are proposed.Based on the earthquake resistant performance tests of concrete perforated bricks and small section masonry reinforcing walls under repeated loads,their failure forms,hysteresis loops,skeleton curves and shear strength etc are analysed.The masonry reinforcing wall is compared with the ordinary wall,the masonry reinforcing walls have better earthquake resistant performance and ductility.The masonry reinforcing walls are adopted to be a practical method that improves the earthquake resistant performance of the small section walls. |
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| Keywords: | concrete perforated brick masonry reinforcing earthquake resistant performance shear strength |
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