INTRODUCTION TO EUROCODE 4 METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES

Ma Xinbo; Zhang Sumei

doi:10.13204/j.gyjz200402020

Volume 34 Issue 2

Dec. 2014

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Ma Xinbo, Zhang Sumei. INTRODUCTION TO EUROCODE 4 METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 65-68,90. doi: 10.13204/j.gyjz200402020

Citation:

Ma Xinbo, Zhang Sumei. INTRODUCTION TO EUROCODE 4 METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 65-68,90. doi: 10.13204/j.gyjz200402020

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INTRODUCTION TO EUROCODE 4 METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES

doi: 10.13204/j.gyjz200402020

1.
School of Civil Engineering,Harbin Institute of Technology Harbin 150090

Received Date: 2003-10-28
Publish Date: 2004-02-20

Abstract

Abstract

Eurocode 4 [EC4(94)] designing method of European Committee for Standardization is introduced for the load-carrying capacity of concrete-filled circular steel tubes, which includes the basic parameters, load-carrying capacity of the members subjected to axial compressive load, axial compressive load and bending moment, as well as pure bending moment.At the same time, comments are made to the background of the design formulas and their characteristics.
- concrete_filled circular steel tubes,
- basic parameter,
- axial compressive load,
- axial compressive load and bending moment,
- pure bending moment

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References(3)

References

European Committee for Standardization.Eurocode 4:Design of Composite Steel and Concrete Structures--Part1.1:General Rules and Rules for Buildings.1994

[2] Goode C Douglas, Rangachari Narayanan.Design of Concrete Filled Steel Tubes to EC4.In:International Conference on Composite Construction Conventional and Innovative.Innsbruck:1997

[3] Johnson R P, Anderson D.Designer's Handbook to Eurocode 4--Part1.1:Design of Composite Steel and Concrete Structures.London:Thomas Tekford, 1993

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