COMPARISONS ANALYSIS OF MAJOR DESIGN SPECIFICATIONS ON CALCULATING LOAD-BEARING CAPACITY OF STEEL REINFORCED CONCRETE (SRC) COLUMN

Yang Yong; Zhuang Yun; Guo Zixiong; Nie Jianguo

doi:10.13204/j.gyjz200705021

Volume 37 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(5): 82-87

Gao Qun Yu Weigen Li Jiaqing Xiao Fei Wei Fangfang, . EXPERIMENTAL STUDY OF SEISMIC PERFORMANCES FOR POST-ANCHORED BEAM-COLUMN JOINTS IN REINFORCED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 183-190. doi: 10.13204/j.gyjz201510034

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Yang Yong, Zhuang Yun, Guo Zixiong, Nie Jianguo. COMPARISONS ANALYSIS OF MAJOR DESIGN SPECIFICATIONS ON CALCULATING LOAD-BEARING CAPACITY OF STEEL REINFORCED CONCRETE (SRC) COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 82-87. doi: 10.13204/j.gyjz200705021

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COMPARISONS ANALYSIS OF MAJOR DESIGN SPECIFICATIONS ON CALCULATING LOAD-BEARING CAPACITY OF STEEL REINFORCED CONCRETE (SRC) COLUMN

doi: 10.13204/j.gyjz200705021

1.
1 College of Civil Engineering,Huaqiao University Quanzhou 362021;
2.
2 Postdoctoral Station of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2006-12-20
Publish Date: 2007-05-20

Abstract

Abstract

The calculation methods to calculate load-bearing capacity of steel reinforced concrete(SRC) column are mostly based on calculation of the bearing capacity of reinforced concrete column,the allowable stress law of steel column and the superposed method.Four typical calculation methods respectively based on the above patterns provided by ACI-318-02 specification,AISC-LRFD design code,and the Specification for SRC structure(YB 9082-97) of China are introduced.According to a calculation example of load-bearing capacity of SRC eccentrically compressed,calculation method and steps of the four routine calculations pattern are presented.Load-bearing capacities of a series of SRC columns specimens tested before in references are also calculated using the method of the above specifications and codes,and comparison analysis between calculated results and test results are also conducted.It is denoted that among the four typical methods,the AISC-LRFD calculation method provides very conservative calculation results,calculation methods of the ACI specification and YB 9082-97 specification provides results close to the test results.
- steel reinforced concrete(SRC) column,
- eccentrically compressed column,
- load-bearing capacity,
- calculation method,
- calculation example,
- comparison analysis

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References(10)

References

Buildings Code Requirements for Structural Concrete (ACI 318-02).Detroit (MI):American Concrete Institute (ACI),2002

[2] AISC.Load and Resistance Factor Design Specification for Structural Steelbuildings.Chicago:American Institute of Steel Construction (AISC),1993

[3] 日本建築学会.鉄骨鉄筋コンクリ一ト計算規準.同解説,2001

[4] YB 9082-97 钢骨混凝土结构设计规程

[5] El-Tawil S,Sanz-Picon C F,Deierlein G G.Evaluation of ACI 318 and AISC (LRFD) Strength Provisions for Composite Beam-Columns.Journal of Constructional Steel Research,1995,34:23-103

[6] El-Tawil S,Deierlein G G.Strength and Ductility of Concrete Encased Composite Columns.Journal of Structural Engineering,ASCE,1999,125 (9):1 009-1 019

[7] Weng C C,Yen S I.Comparisons of Concrete-Encased Composite Column Strength Provisions of ACI Code and AISC Specification.Engineering Structures,2002,24:59-72

[8] Viest I M,Colaco J P,Furlong R W,et al.Composite Construction Design for Buildings.New York:McGraw-Hill,1997

[9] Ricles J M,Paboojian S D.Seismic Performance of Steel-Encased Composite Columns.Journal of Structural Engineering,ASCE,1994,120 (8):94-2474

[10] Mirza S A,Lacroix E A.Comparative Strength Analyses of Concrete-Encased Steel Composite Columns.Journal of Structural Engineering,ASCE,2004,130 (12):53-1 941

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