| 提高钢筋混凝土空心剪力墙抗震性能的对比性研究 |
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| 引用本文： | 张东方,李铭,郝省玲.提高钢筋混凝土空心剪力墙抗震性能的对比性研究[J].四川建材,2012,38(4):71-72,84. |
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| 作者姓名： | 张东方 李铭 郝省玲 |
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| 作者单位： | 长安大学建筑工程学院,陕西西安,710064 |
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| 摘 要： | 通过对空心剪力墙板、带翼缘和带缝空心剪力墙板的1/2模型的低周反复荷载试验研究,对比分析了这几种不同形式的空心剪力墙板的承栽力、变形性能、延性以及耗能能力.
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| 关 键 词： | 钢筋混凝土空心剪力墙 变形性能 延性系数 |
Comparative Study to Improve the Secimic Performance of Reinforced Concete Hollow Shear Wall |
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| ZHANG Dongfang
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LI Ming
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HAO Shengling.Comparative Study to Improve the Secimic Performance of Reinforced Concete Hollow Shear Wall[J].Sichuan Building Materials,2012,38(4):71-72,84. |
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| Authors: | ZHANG Dongfang LI Ming HAO Shengling |
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| Affiliation: | (School of Construction Engineering,Chang′an University,X i′an 710064,China) |
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| Abstract: | Based on the pseudo-static test of 1/2 model of the ordinary hollow R.C shear wall board、hollow R.C shear wall with flange and slit style of hollow shear wall of R.C,comparative analysis of bearing capacity、deformation property、ductility and energy dissipation capacity of several different forms of hollow shear walls. |
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| Keywords: | hollow shear wall of R C deformation property ductility factor |
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