AN EXPERIMENTAL STUDY ON PSEUDO-DYNAMIC TEST OF NOVEL HERRINGBONE BRACES COMPOSITE STRUCTURE

Wang Xinling; Wu Chengxia; Bi Suping

doi:10.13204/j.gyjz201002018

Volume 40 Issue 2

Dec. 2014

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Wang Xinling, Wu Chengxia, Bi Suping. AN EXPERIMENTAL STUDY ON PSEUDO-DYNAMIC TEST OF NOVEL HERRINGBONE BRACES COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 77-81. doi: 10.13204/j.gyjz201002018

Citation:

Wang Xinling, Wu Chengxia, Bi Suping. AN EXPERIMENTAL STUDY ON PSEUDO-DYNAMIC TEST OF NOVEL HERRINGBONE BRACES COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 77-81. doi: 10.13204/j.gyjz201002018

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AN EXPERIMENTAL STUDY ON PSEUDO-DYNAMIC TEST OF NOVEL HERRINGBONE BRACES COMPOSITE STRUCTURE

doi: 10.13204/j.gyjz201002018

1.
1. College of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China;
2.
2. Henan Technical College of Construction,Zhengzhou 450007,China

Received Date: 2009-04-03
Publish Date: 2010-02-20

Abstract

Abstract

Experiments are conducted on novel herringbone braces composite structure under pseudo-dynamic test.A test model of scale 1∶2 is manufactured.The loading process is the input of El Centro wave,and the maximum accelerations of ground motion are respectively small and rare earthquake of 7,8 and 9 intensity.Based on the experiment,the earthquake waves of cracking,yielding and failing for the structure are obtained,they are small earthquake of 8 intensity,rare earthquakes of 7 intensity and 8 intensity.It is obvious that the composite structure posses better ductility and seismic property on the basis of the stiffness deteriorating curve,hysteresis curves and the displacement time curves obtained by the experiment.The vertical displacement of the braces top need not be considered under small earthquakes of 7,8 and 9 intensity,but it need be considered after the braces are attained to yield.
- novel structure system,
- seismic property study,
- pseudo-dynamic test,
- herringbone braces composite structure

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References(9)

References

[2] 王新玲,赵更歧,张念征.一榀新型住宅复合结构的动力性能研究[J].工业建筑,2006,36(2):24-27.

王新玲,李海明,杨广宁.多层住宅新型复合结构体系的结构选型分析[J].工业建筑,2005,35(1):37-39.

[3] 王新玲,张海东.多层住宅新型复合结构在竖向荷载作用下的试验分析[J].郑州大学学报:工学版,2005,26(4):5-8.

[4] 王新玲,赵更歧,张海东.多层住宅新型复合结构的抗震试验研究[J].土木工程学报,2006,39(8):51-56.

[5] 宗周红,林东欣,房贞政,等.两层钢管混凝土组合框架结构抗震性能试验研究[J].建筑结构学报,2002,23(2):27-35.

[6] Buono Pance S G,White R N. Pseudo Dynamic Testing of Masonry in Filled Rein for ced Concrete Frame[J]. Journal of Structural Engineering,1999,25(6):578-589.

[7] 吴炎海,程浩德.钢筋混凝土带开孔梁框架抗震性能试验研究[J].地震工程与工程振动,2004,24(2):75-81.

[8] JGJ10196建筑抗震试验方法规程[S].

[9] 邱法维,钱稼茹,陈志鹏.结构抗震实验方法[M].北京:科学出版社,2000:75-101.

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