[1]张晋,吕志涛.短肢剪力墙-筒体结构模型振动台试验研究[J].东南大学学报(自然科学版),2001,31(6):4-8.[doi:10.3969/j.issn.1001-0505.2001.06.002]
 Zhang Jin,Lü Zhitao.Earthquake Simulation Test of Short-Leg Shear Wall-Tube Model[J].Journal of Southeast University (Natural Science Edition),2001,31(6):4-8.[doi:10.3969/j.issn.1001-0505.2001.06.002]
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短肢剪力墙-筒体结构模型振动台试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
31
期数:
2001年第6期
页码:
4-8
栏目:
土木工程
出版日期:
2001-11-20

文章信息/Info

Title:
Earthquake Simulation Test of Short-Leg Shear Wall-Tube Model
作者:
张晋 吕志涛
东南大学土木工程学院,南京 210096
Author(s):
Zhang Jin Lü Zhitao
College of Civil Engineering, Southeast University, Nanjing 210096, China)
关键词:
短肢剪力墙 筒体 振动台试验
Keywords:
short-leg shear wall tube shaking table test
分类号:
TU973.23
DOI:
10.3969/j.issn.1001-0505.2001.06.002
摘要:
为研究短肢剪力墙-筒体结构体系的抗震性能,采用数种地震波形,对一栋采用这种结构体系的30层高楼模型(缩比为1/20)进行了模拟多种烈度地震振动台试验.试验数据经处理后,获得了加速度、动力放大系数、位移以及不同烈度地震作用下结构振型的变化.试验结果表明,该体系不仅使用性能好,而且具有良好的抗震性能,是一种很值得在7度地震区、20~30层高层住宅建筑中推广采用的结构体系.同时文中对该体系的设计方法提出了进一步改进的建议.
Abstract:
In order to research on the earthquake resistance behavior of the short-leg shear wall-tube structure system, a 1/20 scale model of this structure was constructed and tested on the shaking table with several earthquake waves.The structure responses such as acceleration, dynamic magnification, displacement and the variation of vibration modes at different elastoplastic stages were obtained by data processing. The test results show that this kind of structure system is possessed of good earthquake resistance and satisfactory service performance. So it is worthy of extending its application to tall residential buildings with 20-30 stories in seven degree earthquake zones. Meanwhile some suggestions for further improving the design are presented.

参考文献/References:

[1] 容柏生.高层住宅中的短肢剪力墙体系.建筑结构学报,1997,18(6):14~19
[2] 中华人民共和国行业标准.JGJ101—96建筑抗震试验方法规程.北京:中国建筑工业出版社,1997
[3] 中华人民共和国国家标准.GBJ11—89建筑抗震设计规范.北京:中国建筑工业出版社,1989

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备注/Memo

备注/Memo:
作者简介:张晋,男,1974年生,博士研究生.
更新日期/Last Update: 2001-11-20