| 改善混凝土剪力墙抗震性能的研究 |
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| 引用本文： | 李广山.改善混凝土剪力墙抗震性能的研究[J].地震工程与工程振动,2006,26(5):125-128. |
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| 作者姓名： | 李广山 |
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| 作者单位： | 中盐沧州盐业集团,基建工程公司,河北,黄骅,061100 |
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| 摘 要： | 混凝土剪力墙被广泛运用于各类结构体系中。它作为主要的抗侧力单元,其刚度大、承载力高,但当剪力墙以受剪破坏为主时,其抗震性能较差。为此,不少学者提出了各种改善混凝土剪力墙抗震性能的措施。本文对几种采用不同构造措施的剪力墙作了简要介绍,特别是介绍一种新型双重组合剪力墙。
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| 关 键 词： | 混凝土 型钢 桁架 组合剪力墙 抗震性能 |
| 文章编号： | 1000-1301（2006）05-0125-04 |
| 收稿时间： | 2006-05-17 |
| 修稿时间： | 2006-05-172006-07-28 |
Research on improving seismic behavior of reinforced concrete shear wall |
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| Li Guangshan.Research on improving seismic behavior of reinforced concrete shear wall[J].Earthquake Engineering and Engineering Vibration,2006,26(5):125-128. |
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| Authors: | Li Guangshan |
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| Institution: | Civil Engineering Firm of Cangzhou Corporation, China Salt Group Company, Huanghua 061100, China |
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| Abstract: | RC shear wall has been widely used in various structure systems.RC shear wall,as a main component to resist lateral force,has large load-carrying capacity and high stiffness,but its seismic behavior is worse when its failure mode is shear failure.So many scholars put forward several new measures to improve the seismic behavior of shear walls.The shear walls with some new structural measures are summarized in this paper,especially a new double composite shear wall will be introduced. |
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| Keywords: | concrete profiled steel truss composite shear wall seismic behavior |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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