[1]王全凤,张波.含断层剪力墙框-剪结构的楼层地震剪力[J].华侨大学学报(自然科学版),2001,22(4):389-393.[doi:10.3969/j.issn.1000-5013.2001.04.013]
　Wang Quanfeng,Zhang Bo.Seismic Shear of Floor in a Frame-Shear Structure Containing Fault Shear Wall[J].Journal of Huaqiao University(Natural Science),2001,22(4):389-393.[doi:10.3969/j.issn.1000-5013.2001.04.013]
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含断层剪力墙框-剪结构的楼层地震剪力()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第22卷
期数:
2001年第4期
页码:
389-393
栏目:
出版日期:
2001-10-20

文章信息/Info

Title:
Seismic Shear of Floor in a Frame-Shear Structure Containing Fault Shear Wall
文章编号:
1000-5013(2001)04-0389-05
作者:
王全凤; 张波
华侨大学土木工程系; 华侨大学土木工程系 泉州362011; 泉州362011
Author(s):
Wang Quanfeng;  Zhang Bo
Dept. of Civil Eng., Huaqiao Univ., 362011, Quanzhou
关键词:
框-剪结构;  地震响应;  杆系-层间模型;  刚度中断;  楼层地震剪力
Keywords:
frame-shear structure;  seismic response;  member-relative storey model;  stiffness interruption;  seismic shear of floor
分类号:
TU973.16
DOI:
10.3969/j.issn.1000-5013.2001.04.013
文献标志码:
A
摘要:
在用数值分析法分析含断层剪力墙框 -剪结构地震响应的基础上,采用杆系 -层间模型,对不同剪力墙高度的剪力墙刚度中断的框 -剪结构模型进行动力分析 .通过输入 EL- Centro地震波,将所得到的结构最大位移反应和楼层剪力与振动台的试验结果进行对比,结果吻合较好 .文中得出反应点以上的截断剪力墙,比在其下截断对于框 -剪结构的抗震和受力更为有利的结论 .
Abstract:
The present work is based on the numerical analysis of the seismic response of a frame-shear structure containing fault shear wall. By adopting member-relative storey model, a dynamic analysis is made on a model of frame-shear structure containing shear wall with stiffness interruption at different heights of shear wall. After inputting El-Centro seismic wave, maximum displacement reaction and floor shear of the structure are obtained and are comparied to the results from test of vibrostand, both results are well-coincided. It is also concluded that truncation of shear wall above inflection point will be favourable to seismic resistance and force condition of the frame-shear structure more than that below inflection point.

参考文献/References:

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[2] Wang Quanfeng, Wang Lingyun, Liu Qiansheng. Effect of shear wall height on earthquake response [J]. International Journal of Engineering Structures, 2001(4):376-384.doi:10.1016/S0141-0296(00)00044-4.
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[4] 秦荣. 高层框剪结构分析的新方法 [J]. 工程力学, 1988(2):35-45.
[5] Jack P. Moehle seismic analysis of R/C frame-wall structures [J]. Journal of Structural Engineering, 1984.2619-2634.doi:10.1061/(ASCE)0733-9445(1984)110:11(2619).
[6] Safak E, Frandel A. Structural response to 3D simulated earthquake motions [J]. Journal of Structural Engineering, 1994, (10):2820-2839.doi:10.1061/(ASCE)0733-9445(1994)120:10(2820).
[7] Moehle J P. Seismic analysis of R/C frame-wall structures [J]. Journal of Structural Engineering, 1984, (11):2619-2634.doi:10.1061/(ASCE)0733-9445(1984)110:11(2619).
[8] 孙业扬, 余安东. 高层建筑杆系-层间模型弹塑性动态分析 [J]. 同济大学学报, 1980(1):87-98.

相似文献/References:

[1]韦鹏生.框-剪结构总框架最大水平剪力层分析[J].华侨大学学报(自然科学版),2000,21(2):153.[doi:10.3969/j.issn.1000-5013.2000.02.011]
　Wei Pengsheng.An Analysis of the Floor Having Maximum Horizontal Shear within General Frame of Frame Shear Wall Structure[J].Journal of Huaqiao University(Natural Science),2000,21(4):153.[doi:10.3969/j.issn.1000-5013.2000.02.011]

备注/Memo

备注/Memo:
福建省自然科学基金资助课题
更新日期/Last Update: 2014-03-23