DISPLACEMENT-BASED SEISMIC DESIGN OF CIRCULAR CFT COLUMNS

Mao Xiaoyong; Xiao Yan

doi:10.13204/j.gyjz200708008

Volume 37 Issue 8

Dec. 2014

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Mao Xiaoyong, Xiao Yan. DISPLACEMENT-BASED SEISMIC DESIGN OF CIRCULAR CFT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 28-30. doi: 10.13204/j.gyjz200708008

Citation:

Mao Xiaoyong, Xiao Yan. DISPLACEMENT-BASED SEISMIC DESIGN OF CIRCULAR CFT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 28-30. doi: 10.13204/j.gyjz200708008

Mao Xiaoyong, Xiao Yan. DISPLACEMENT-BASED SEISMIC DESIGN OF CIRCULAR CFT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 28-30. doi: 10.13204/j.gyjz200708008

Citation:

Mao Xiaoyong, Xiao Yan. DISPLACEMENT-BASED SEISMIC DESIGN OF CIRCULAR CFT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 28-30. doi: 10.13204/j.gyjz200708008

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DISPLACEMENT-BASED SEISMIC DESIGN OF CIRCULAR CFT COLUMNS

doi: 10.13204/j.gyjz200708008

Mao Xiaoyong¹,
Xiao Yan²

1.
1. College of Civil Engineering,University of Science and Technology of Suzhou Suzhou 215011;
2.
2. College of Civil Engineering,Hunan University Changsha 410082

Received Date: 2007-03-15
Publish Date: 2007-08-20

Abstract

Abstract

Displacement-based seismic design method of concrete filled circular steel tube columns has been researched.The basic procedure,the key problems such as equivalent stiffness and damping ratio,the detail design procedure of CFT columns and the main factors related were summarized.Results show that: stiffness of the second stage has little effect on hysteretic damping ratio. As the increasing of axial loading ratio,thickness of steel tube increases and displacement ductility of CFT column also increases.As the increasing of the dimension of CFT column,thickness of steel tube and yield moment decrease.
- CFST column,
- performance-based design,
- displacement response spectrum,
- seismic design

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References(11)

References

.程耿东,李刚. 基于功能的结构抗震设计中一些问题的探讨[J].建筑结构学报,2000,(01):5-11.doi: 10.3321/j.issn:1000-6869.2000.01.002.

.王亚勇. 我国2000年工程抗震设计模式规范基本问题研究综述[J].建筑结构学报,2000,(01):2-4,36.doi: 10.3321/j.issn:1000-6869.2000.01.001.

.弓俊青,朱唏. 以位移为基础的钢筋混凝土桥梁墩柱抗震设计方法[J].中国公路学报,2001,(04):42-46.doi: 10.3321/j.issn:1001-7372.2001.04.010.

.Han S W,Wen Y K. Method of Reliability_Based Seismic DesignⅡ:Calibration of Code Parameters[J].Journal of Structural Engineering ASCE,1997,(03):264-270.

.左春仁,左振宇. 基于地震损伤性能的抗震设计方法[J].大连大学学报,2000,(06):1-7.

.李国强. 基于概率可靠度进行结构抗震设计的若干理论问题[J].建筑结构学报,2000,(01):12-16,20.doi: 10.3321/j.issn:1000-6869.2000.01.003.

.Pinelli Jean_Paul,Craig James I,Goodno Barry J. Energy_Based Seismic Design of Ductile Cladding Systems[J].Journal of Structural Engineering ASCE,1995,(03):567-578.

.Moehle J P. Strong Motion Drift Estimation for R/C Structure[J].Journal of Structural Engineering ASCE,1984,(09):1988-2001.

.毛小勇. 钢-混凝土组合构件抗震、抗火性能及设计方法研究[R].长沙:湖南大学,2004.

.钟善桐. 钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1994.

.韩林海. 钢管混凝土结构[M].北京:科学出版社,2000.

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