EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF INFILLED FRAME STRUCTURES WITH SLIT

Li Yanyan; Chen Yanfeng; Han Hongxia; Liu Kun

doi:10.13204/j.gyjz201302003

Volume 43 Issue 2

Dec. 2014

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Li Yanyan, Chen Yanfeng, Han Hongxia, Liu Kun. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF INFILLED FRAME STRUCTURES WITH SLIT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 14-17,23. doi: 10.13204/j.gyjz201302003

Citation:

Li Yanyan, Chen Yanfeng, Han Hongxia, Liu Kun. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF INFILLED FRAME STRUCTURES WITH SLIT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 14-17,23. doi: 10.13204/j.gyjz201302003

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EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF INFILLED FRAME STRUCTURES WITH SLIT

doi: 10.13204/j.gyjz201302003

1.
1. School of Civil Engineering,Hebei University of Technology,Tianjin 300132,China;
2.
2. Civil Engineering Technology Kesearch,Center of Hebei Province,Tianjin 300401,China;
3.
3. Department of Programming and Construction,Hebei University of Technology,Tianjin 300130,China

Received Date: 2012-06-19
Publish Date: 2013-02-20

Abstract

Abstract

Seismic behaviors of three specimens of infilled frame structure with different vertical slit width whose scales were 1∶2,which were studied and compared under low reversed cyclic lateral loading in this paper.Emphasis was put on the evaluation of the failure mechanism,hysteresis loops,displacement ductility,deterioration of strength and stiffness and energy dissipation of the specimens under the seismic loads.This work provided a theoretical basis for the further study and practical application of infilled frame structures.
- filled wall with slits,
- hysteretic characteristics,
- ductility,
- seismic behavior

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References(8)

References

过振海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003:334-336.

[2] 叶列平,康胜,曾勇.双功能开缝剪力墙的弹性受力性能分析[J].清华大学学报,1999(12):79-81.

[3] 李杜生钢筋混凝土框架与填充墙之间的柔性连接[J].兰州工业高等专科学校学报,200310(3):53-54.

[4] 朱荣华,沈聚敏.砖填充墙钢筋混凝土框架拟动力地震反应试验及理论分析[J].建筑结构学报,1996,17(4):27-34.

[5] Holmes M. Steel Frames with Brickwork and Concrete Infilling[J]. Proc Inst CivilEng Struct Build,1961,19(1):473-478.

[6] 曹万林,庞国新.轻质填充墙异型柱边框架抗震性能研究[J].地震工程与工程震动,1997,15(2):106-112.

[7] Amanat Khan Mahmud, Hoque Ekramul. A Rationale forDetermining the Natural Period of RC Building Frames HavingInfill[J]. Engineering Structure,2006,28(2):495-502.

[8] GB 500112001建筑抗震设计规范[S].

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