SHEAR BEARING CAPACITY CALCULATION METHOD RESEARCH ON CONCRETE-FILLED STELL TUBE BEAM-COLUMN JOINTS OF TALL BUILDINGS

Fan Xiaoyan; Wang Henghua; Zhang Chongyang; Jiang Shilin; Gao Feng; Yuan Haitao

doi:10.13204/j.gyjz200612021

Volume 36 Issue 12

Dec. 2014

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Fan Xiaoyan, Wang Henghua, Zhang Chongyang, Jiang Shilin, Gao Feng, Yuan Haitao. SHEAR BEARING CAPACITY CALCULATION METHOD RESEARCH ON CONCRETE-FILLED STELL TUBE BEAM-COLUMN JOINTS OF TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 76-79,82. doi: 10.13204/j.gyjz200612021

Citation:

Fan Xiaoyan, Wang Henghua, Zhang Chongyang, Jiang Shilin, Gao Feng, Yuan Haitao. SHEAR BEARING CAPACITY CALCULATION METHOD RESEARCH ON CONCRETE-FILLED STELL TUBE BEAM-COLUMN JOINTS OF TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 76-79,82. doi: 10.13204/j.gyjz200612021

Citation:

Fan Xiaoyan, Wang Henghua, Zhang Chongyang, Jiang Shilin, Gao Feng, Yuan Haitao. SHEAR BEARING CAPACITY CALCULATION METHOD RESEARCH ON CONCRETE-FILLED STELL TUBE BEAM-COLUMN JOINTS OF TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 76-79,82. doi: 10.13204/j.gyjz200612021

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SHEAR BEARING CAPACITY CALCULATION METHOD RESEARCH ON CONCRETE-FILLED STELL TUBE BEAM-COLUMN JOINTS OF TALL BUILDINGS

doi: 10.13204/j.gyjz200612021

1.
1 Jinan Tongyuan Architectural Design &Research Institute Co.,Ltd Jinan 250001;
2.
2 College of Civil Engineering,Southeast University Nanjing 210096

Received Date: 2006-06-26
Publish Date: 2006-12-20

Abstract

Abstract

Based on the theoretics and experiment results,shear strength calculation formula of concrete-filled steel tube beam-column joints of tall buildings is presented.In the formula,not only the real forced state of joints is considered,but also the combanistion effect of the steel tube and the concrete.Finally,applicable range of the formula is presented for designers to refer.
- high-rise building,
- concrete-filled steel tube,
- joint,
- shear bearing capacity

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References(9)

References

王恒华,张重阳.高层钢管混凝土结构梁柱节点形式及其构造.工业建筑,2004,34(增刊)

[2] 张大旭,张素梅.钢管混凝土柱节点动力性能试验研究.哈尔滨建筑大学学报,2001,34(1):21-27

[3] Elremaily A,Atorod Azizinamini.Design Provisions for Connections Between Steel Beams and Concrete Filled Tube Columns.Journal of Constructional Steel Research,2001(57):975-995

[4] 张重阳.高层钢管混凝土结构梁柱节点设计方法研究:[硕士学位论文].南京:东南大学,2004

[5] 王焕孜.新型钢管混凝土环梁节点设计方法的试验研究:[硕士学位论文].南京:东南大学,2001

[6] 杜向荣.钢管混凝土柱及节点的试验研究:[硕士学位论文].南京:东南大学,1999

[7] 唐九如.钢筋混凝土框架节点抗震.南京:东南大学出版社,1989

[8] Paulay T,Priestley M J N.Seismic Design of Reinforced Concrete and Masonry Building.New York:John Wiley Sons,1992

[9] 蔡绍怀.现代钢管混凝土结构.北京:人民交通出版社,2003

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