Performance of bamboo reinforced concrete masonry shear walls
Performance of bamboo reinforced concrete masonry shear walls
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DOI：
10.1016/j.conbuildmat.2014.02.006
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发表时间：
2014-06-30
影响因子：
7.4
通讯作者：
Hagel, M. D.
中科院分区：
文献类型：
--
作者：
Moroz, J. G.;Lissel, S. L.;Hagel, M. D.
在这项研究中，报告了在准静态、平面内、循环荷载下总共七个矮矮混凝土砌体墙的测试结果。一堵墙在结合梁中垂直和水平方向用传统钢筋加固。其他墙壁在粘合梁中垂直和水平方向均采用不同数量的东京藤竹加固。本文介绍了墙体的性能，比较了不同的加固布局以及部分和完全灌浆的墙体。这项研究的意义在于，它表明竹子是钢筋的可行替代品，可用于竹子比钢材更具成本效益的地区的低成本住房应用。 (C) 2014 Elsevier Ltd. 保留所有权利。
In this study, the results from tests on a total of seven squat concrete masonry walls under quasi-static, in-plane, cyclic loading are reported. One wall was reinforced with conventional steel reinforcement vertically and horizontally in bond beams. The other walls were reinforced with varying amounts of Tonkin cane bamboo reinforcement both vertically and horizontally in bond beams. The performance of the walls is presented in this paper comparing different reinforcement layouts and both partially and fully grouted walls. The significance of this study is that it shows bamboo to be a viable alternative to steel reinforcement, which could be of use in low-cost housing applications in regions where bamboo is more cost-effective than steel. (C) 2014 Elsevier Ltd. All rights reserved.