INTRODUCTION TO AISC-LRFD METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES

Ma Xinbo; Zhang Sumei

doi:10.13204/j.gyjz200402019

Volume 34 Issue 2

Dec. 2014

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Ma Xinbo, Zhang Sumei. INTRODUCTION TO AISC-LRFD METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 61-64. doi: 10.13204/j.gyjz200402019

Citation:

Ma Xinbo, Zhang Sumei. INTRODUCTION TO AISC-LRFD METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 61-64. doi: 10.13204/j.gyjz200402019

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INTRODUCTION TO AISC-LRFD METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES

doi: 10.13204/j.gyjz200402019

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

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

Abstract

Abstract

The load and resistance factored designing method of American Institute of Steel Construction 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 parameters,
- axial compressive load,
- axial compress ive load and bending moment,
- pure bending moment

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References(4)

References

[2] William T Segui.LRFD Steel Design(Second Edition).California:Books/Code Publishing Company, 1998

Load and Resistance Factor Design Specification for Structural Steel Buildings.American Institute of Steel Construction, INC, 1999

[3] Xiao Yan.Concrete Filled Steel Tubular Column Design Based on AISC LRFD Methods.In:International Conference on Composite Construction Conventional and Innovative.Innsbruck:1997

[4] 刘玉姝.美国LRFD钢结构规范介绍(Ⅲ).建筑钢结构进展, 2001(4)

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