[1]魏星,高峰,刘立新,等.设置剪力墙的多层砌体房屋抗震验算的探讨[J].郑州大学学报(工学版),1999,20(03):50-53.[doi:10.3969/j.issn.1671-6833.1999.03.017]
　WEI Xing,peak,LIU Lixin,et al.Discussion on seismic verification of multi-storey masonry houses with shear walls[J].Journal of Zhengzhou University (Engineering Science),1999,20(03):50-53.[doi:10.3969/j.issn.1671-6833.1999.03.017]

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设置剪力墙的多层砌体房屋抗震验算的探讨()

分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:

20

期数:

1999年03期

页码:

50-53

栏目:

出版日期:

1999-01-01

文章信息/Info

Title:

Discussion on seismic verification of multi-storey masonry houses with shear walls

作者:

魏星; 高峰; 刘立新; 等.

郑州工业大学土木建筑工程学院,河南郑州,450002, 郑州市建筑工程质量监督站,河南郑州,450000

Author(s):

WEI Xing; peak; LIU Lixin; etc

关键词:

水平地震荷载;  水平地震剪力;  多层砌体房屋;  钢筋混凝土剪力墙

Keywords:

horizontal seismic loads;  horizontal seismic shear;  multi-storey masonry houses;  Reinforced concrete shear walls

DOI:

10.3969/j.issn.1671-6833.1999.03.017

文献标志码:

A

摘要:

提出在多层砌体房屋结构体系中,沿房屋高度设置一定数量的钢筋混凝土剪力墙的新型结构体系.剪力墙可以提高砌体房屋的抗侧力强度和延性,拓宽了砌体房屋在抗震区的应用范围.通过理论推导,给出了该种结构体系抗震验算的参考公式,并提出了相应的设计建议.分析结果表明,与普通砌体房屋相比较,设置钢筋混凝土剪力墙的砌体房屋具有较好的抗震性能和变形能力.

Abstract:

A new structural system in which a certain number of reinforced concrete shear walls are set along the height of the house in the structural system of multi-storey masonry houses is proposed. The shear wall can improve the lateral force strength and ductility of masonry houses, and broaden the application range of masonry houses in seismic areas. Through theoretical derivation, the reference formula for seismic verification of this structural system is given, and corresponding design suggestions are proposed. The analysis results show that compared with ordinary masonry houses, masonry houses with reinforced concrete shear walls have better seismic performance and deformation ability.

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