[1]王正刚,薛国亚,高本立,等.约束页岩砖砌体墙抗震性能试验研究[J].东南大学学报(自然科学版),2003,33(5):638-642.[doi:10.3969/j.issn.1001-0505.2003.05.023]
 Wang Zhenggang,Xue Guoya,Gao Benli,et al.Experimental research on the seismic behavior of confined shale brick masonry walls[J].Journal of Southeast University (Natural Science Edition),2003,33(5):638-642.[doi:10.3969/j.issn.1001-0505.2003.05.023]
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约束页岩砖砌体墙抗震性能试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
33
期数:
2003年第5期
页码:
638-642
栏目:
土木工程
出版日期:
2003-09-20

文章信息/Info

Title:
Experimental research on the seismic behavior of confined shale brick masonry walls
作者:
王正刚1 薛国亚1 高本立2 张津涛1
1 东南大学土木工程学院, 南京 210096; 2 江苏省建筑科学研究院有限公司, 南京 210008
Author(s):
Wang Zhenggang1 Xue Guoya1 Gao Benli2 Zhang Jintao1
1 College of Civil Engineering, Southeast University, Nanjing 210096, China
2 Jiangshu Architecture Academy Co. Ltd, Nanjing 210008, China
关键词:
约束砌体 抗震受剪承载力 抗震性能
Keywords:
confined brick masonry lateral-resisting bearing capacity seismic behavior
分类号:
TU398
DOI:
10.3969/j.issn.1001-0505.2003.05.023
摘要:
通过9片约束页岩砖砌体墙的低周反复水平荷载试验,研究了约束页岩砖砌体墙的破坏特征、抗震性能和抗震受剪承载力计算公式.试验表明约束页岩砖砌体墙具有良好的变形性能和较高的抗震受剪承载力,其延性系数接近约束粘土砖砌体墙延性系数,其抗震受剪承载力计算式可采用与约束粘土砖砌体墙相同的公式.在抗震性能上页岩砖完全可以取代粘土砖作为约束砌体墙的砌筑材料.
Abstract:
The experiments of 9 pieces of confined shale brick masonry walls subjected to low-cyclic reversed horizontal load were carried out, and the failure characteristics, seismic behavior and lateral-resisting bearing capacity of this kind of walls were studied. Through the experiments and analysis, it can be concluded that confined shale brick masonry wall has good deformation property and high lateral-resisting bearing capacity, its ductility is close to confined clay brick masonry wall’s, and its lateral-resisting bearing capacity is higher than confined clay brick masonry wall’s. In seismic behavior confined shale brick masonry wall can be a good substitute for confined clay brick masonry wall.

参考文献/References:

[1] 翟厚勤,高本立,王维木.约束砖墙(加密柱)抗震性能试验研究[R].南京:江苏省建筑科学研究院,1993.
[2] 薛彦涛,刘经伟,徐德良,等.大开间约束砌体结构模型的拟静力试验研究[J].建筑结构学报,2002,23(1):48-52.
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[3] 江苏省建筑科学研究院.DB32/113—95 约束砖砌体建筑技术规程[S].南京:江苏省建筑科学研究院,1995.
[4] 朱伯龙.结构抗震试验[M].北京:地震出版社,1989.32-36; 136-139.
[5] 王艳晗.预应力砌体柱和砌体剪力墙试验研究与理论分析[D].南京:东南大学土木工程学院,2001.
[6] 中华人民共和国建设部.GB50003—2001 砌体结构设计规范[S].北京:建筑工业出版社,2002.145.
[7] 刘宏欣,陈忠范,程文瀼,等.砌体结构剪力墙的抗震性能研究[J].工程抗震,2001,89(4):21-26.
  Liu Hongxin,Chen Zhongfan,Cheng Wenrang,et al.Research on composite brick-concrete shear wall seismic resistance ability [J]. Earthquake Resistant Engineering, 2001,89(4):21-26.(in Chinese)

备注/Memo

备注/Memo:
作者简介: 王正刚(1979—),男,硕士生; 薛国亚(联系人),男,副教授, 硕士生导师.
更新日期/Last Update: 2003-09-20