SHAKING TABLE EXPERIMENTAL STUDY ON AN IRREGULAR TALL BUILDING STRUCTURE

Liu Jingsong; Qiu Tao; Wang Cuikun; Liu Junjin

doi:10.13204/j.gyjz200807007

Volume 38 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(7): 30-33

Wang Xinling, Kang Xiandong, Li Ke, Huang Weidong. FATIGUE DAMAGE MECHANISM OF HRBF500 RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 45-48. doi: 10.13204/j.gyjz201311011

Citation:

Liu Jingsong, Qiu Tao, Wang Cuikun, Liu Junjin. SHAKING TABLE EXPERIMENTAL STUDY ON AN IRREGULAR TALL BUILDING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 30-33. doi: 10.13204/j.gyjz200807007

Wang Xinling, Kang Xiandong, Li Ke, Huang Weidong. FATIGUE DAMAGE MECHANISM OF HRBF500 RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 45-48. doi: 10.13204/j.gyjz201311011

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SHAKING TABLE EXPERIMENTAL STUDY ON AN IRREGULAR TALL BUILDING STRUCTURE

doi: 10.13204/j.gyjz200807007

1.
1. Architectural Design and Research Institute,Southeast University Nanjing 210096;
2.
2. Architectural Design and Research Institute,Zhejiang University Hangzhou 310029;
3.
3. Institute of Building Structures,CABR Beijing 100013

Received Date: 2007-12-26
Publish Date: 2008-07-20

Abstract

Abstract

Based on a shaking table experiment of 1∶25 scale irregular frame-shearwall structure model,the dynamic characteristics,seismic responses in elastic and elastic-plastic phases,and destructive forms of the structure were studied.It was observed that cracks developed with earthquake wave acceleration increasing,but no severe crack is developed in the structure during the experiment,the stiffness of the structure is weakened quickly.In the seismic responses caused by artificial wave,site wave and El Centro wave,that caused by the artificial wave is the most intense one.Torsion of the structure is heavier beacause of declination between center of mass and siffness.So stiffness of tube shearwall should be reinforced to improve its ductileness.
- complex profile,
- tall building model test,
- shaking table,

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References(7)

References

[2] 傅学怡.带转换层高层建筑结构设计建议.建筑结构学报.1999,20(2):28-42

吕西林,李学平.超限高层建筑工程抗震设计中的若干问题.建筑结构学报,2002,23(2):13-18

[3] 郑山锁.动力试验模型在任意配重条件下与原型结构的相似关系.工业建筑,2000,30(3):35-39

[4] 朱伯龙.结构抗震试验.北京:地震出版社,1989

[5] JGJ 101-96 建筑抗震试验方法规程

[6] 浙江省工程地震研究所.浙江电力公司生产调度管理综合大楼工程场地地震安全性评价研究报告.杭州:浙江省工程地震研究所,2002

[7] GB 50011-2001 建筑抗震设计规范

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