| 砖墙-钢筋砼剪力墙组合结构的抗震性能分析 |
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| 引用本文： | 李奉阁,刘丽辉,张鸿雁.砖墙-钢筋砼剪力墙组合结构的抗震性能分析[J].包头钢铁学院学报,2009,28(3):262-265. |
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| 作者姓名： | 李奉阁 刘丽辉 张鸿雁 |
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| 作者单位： | 内蒙古科技大学建筑与土木工程学院,内蒙古包头,014010 |
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| 摘 要： | 砖墙-钢筋混凝土剪力墙组合结构是从砌体结构的基础上发展起来的一种新结构体系,该种结构在砼墙配置合理的情况下具有良好的抗震性能,在设防烈度为8度地区建造这种结构的房屋是可行的.
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| 关 键 词： | 砖墙-钢筋混凝土剪力墙组合结构 抗震性能 8度地震区 |
Rsearch of seismic performance of composite structure of brick walls and reinforced concrete walls |
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| LI Feng-ge,LIU Li-hui,ZHANG Hong-yan.Rsearch of seismic performance of composite structure of brick walls and reinforced concrete walls[J].Journal of Baotou University of Iron and Steel Technology,2009,28(3):262-265. |
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| Authors: | LI Feng-ge LIU Li-hui ZHANG Hong-yan |
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| Affiliation: | LI Feng-ge,LIU Li-hui,ZHANG Hong-yan(Architecture , Civil Engineering School,Inner Mongolia University of Science , Technology,Baotou 014010,China) |
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| Abstract: | Composite structure of brick wall and reinforced concrete shear wall is a new structure system developed from masonry structure.This structure has high seismic performance when the concrete wall is arranged reasonably,which is feasible in the area of 8 degree seismic fortification. |
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| Keywords: | composite structure of brick walls and reinforced concrete walls seismic performance 8 degree seismic regions |
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