| 无筋灌孔速成墙抗震性能试验研究 |
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| 引用本文： | 张鑫,韩永利,赵考重.无筋灌孔速成墙抗震性能试验研究[J].山东建筑大学学报,2006,21(6):497-502. |
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| 作者姓名： | 张鑫 韩永利 赵考重 |
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| 作者单位： | 山东建筑大学,土木工程学院,山东,济南,250101 |
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| 摘 要： | 灌孔速成墙体是一种在新型轻质玻璃纤维石膏空心板内灌入混凝土而形成的墙体。本文对该种新型灌孔墙体材料的不配筋试件进行了抗震性能的研究。主要研究内容有该种墙体材料的破坏过程和破坏机理，不同的高宽比和竖向荷载下的承载能力、变形能力、滞回特性、延性、刚度及其退化等性能，并推导出了该种灌孔墙体材料的抗侧力承载力公式。
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| 关 键 词： | 灌孔速成墙体 破坏机理 滞回特性 延性 刚度 水平承载力 |
| 文章编号： | 1673-7644（2006）06-0497-06 |
| 收稿时间： | 2006-06-01 |
| 修稿时间： | 2006年6月1日 |
Experimental study on seismic behavior of the non-reinforced rapid wall |
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| ZHANG Xin,HAN Yong-li,ZHAO Kao-zhong.Experimental study on seismic behavior of the non-reinforced rapid wall[J].Journal of Shandong Institute of Architecture and Engineering,2006,21(6):497-502. |
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| Authors: | ZHANG Xin HAN Yong-li ZHAO Kao-zhong |
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| Affiliation: | School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China |
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| Abstract: | The new rapid wall is made of plasterboard and concrete. The seismic behavior of this new type of rapid wall material was tackled in this paper. The failure process and the failure mechanism of this rapid wall were systematically studied. The bearing capacity, deflection ability, hysteresis capacity, ductility, stiffness and its degeneration of this rapid wall with different factors were also given much attention. And the lateral capacity formula was given in the end. |
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| Keywords: | new rapid wall failure mechanism hysteresis capacity ductility stiffness lateral capacity |
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