单排配筋剪力墙结构抗震性能及设计研究
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摘要
以往剪力墙结构主要用于高层建筑并采用双排配筋剪力墙。笔者提出了单排配筋剪力墙多层住宅结构,为了研究其抗震性能,进行了较系统的单排配筋剪力墙结构及构件的抗震试验研究。文中简要介绍了单排配筋剪力墙抗震性能研究概况,将其与传统的砖墙进行了抗震性能比较,给出了其适用范围,提供了其抗震构造措施。研究表明,这种单排配筋剪力墙可以用于多层住宅结构的抗震设计。
The RC shear wall with two rows of steel bars usually is used for high-rise buildings.The RC shear wall with single row of steel bars is proposed for applying to multistory residence buildings by the authors.In order to achieve the seismic performance of shear wall with single row of steel bars in bi-direction,the experiments were systematically carried out.In this paper,the general situation of experimental study on RC shear wall with single row of steel bars in bi-direction is introduced.And a comparison of the seismic performance between it and brick masonry shear wall is done.Based on the experimental study,the application fields of the RC shear wall with single row of steel bars in bi-direction are suggested,and its seismic construction measures are provided.Research above-mentioned indicates that the RC shear wall with single row of steel bars in bi-direction is able to be used to multistory residence building.
The RC shear wall with two rows of steel bars usually is used for high-rise buildings.The RC shear wall with single row of steel bars is proposed for applying to multistory residence buildings by the authors.In order to achieve the seismic performance of shear wall with single row of steel bars in bi-direction,the experiments were systematically carried out.In this paper,the general situation of experimental study on RC shear wall with single row of steel bars in bi-direction is introduced.And a comparison of the seismic performance between it and brick masonry shear wall is done.Based on the experimental study,the application fields of the RC shear wall with single row of steel bars in bi-direction are suggested,and its seismic construction measures are provided.Research above-mentioned indicates that the RC shear wall with single row of steel bars in bi-direction is able to be used to multistory residence building.
引文
[1]刘晓,沈祖炎.多层钢结构住宅综合经济指标分析[J].建筑钢结构进展,2003,(1):60-63.
[2]韩亚伟,王薇薇.混凝土小型空心砌块现状及发展趋势[J].建筑节能,2007,(9):41-43.
[3]贾英杰,姚谦峰.密肋壁板轻框结构性能及设计方法研究[J].工业建筑,2003,33(1):20-22,31.
[4]GB50010-2002,混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.
[5]JGJ3-2002,高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002.
[6]GB50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
[7]曹万林,孙超,杨兴民,等.双向单排配筋剪力墙节点抗震性能试验研究[J].地震工程与工程振动,2008,28(3):104-109.
[8]曹万林,孙天兵,杨兴民,等.双向单排配筋混凝土高剪力墙抗震性能试验研究[J].世界地震工程,2008,24(3):14-19.
[9]曹万林,孙超,杨兴民,等.双向单排配筋剪力墙与连梁节点的抗震性能试验研究[J].世界地震工程,2008,24(3):84-88.
[10]曹万林,吴定燕,杨兴民,等.双向单排配筋混凝土低矮剪力墙抗震性能试验研究[J].世界地震工程,2008,24(4):19-24.
[2]韩亚伟,王薇薇.混凝土小型空心砌块现状及发展趋势[J].建筑节能,2007,(9):41-43.
[3]贾英杰,姚谦峰.密肋壁板轻框结构性能及设计方法研究[J].工业建筑,2003,33(1):20-22,31.
[4]GB50010-2002,混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.
[5]JGJ3-2002,高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002.
[6]GB50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
[7]曹万林,孙超,杨兴民,等.双向单排配筋剪力墙节点抗震性能试验研究[J].地震工程与工程振动,2008,28(3):104-109.
[8]曹万林,孙天兵,杨兴民,等.双向单排配筋混凝土高剪力墙抗震性能试验研究[J].世界地震工程,2008,24(3):14-19.
[9]曹万林,孙超,杨兴民,等.双向单排配筋剪力墙与连梁节点的抗震性能试验研究[J].世界地震工程,2008,24(3):84-88.
[10]曹万林,吴定燕,杨兴民,等.双向单排配筋混凝土低矮剪力墙抗震性能试验研究[J].世界地震工程,2008,24(4):19-24.
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