NON-RIGID BEHAVIOR AND DESIGN FORMULAE OF STEEL TUBULAR JOINTS

Wang Wei; Chen Yiyi

doi:10.13204/j.gyjz200511002

Volume 35 Issue 11

Dec. 2014

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Wang Wei, Chen Yiyi. NON-RIGID BEHAVIOR AND DESIGN FORMULAE OF STEEL TUBULAR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 5-9. doi: 10.13204/j.gyjz200511002

Citation:

Wang Wei, Chen Yiyi. NON-RIGID BEHAVIOR AND DESIGN FORMULAE OF STEEL TUBULAR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 5-9. doi: 10.13204/j.gyjz200511002

Wang Wei, Chen Yiyi. NON-RIGID BEHAVIOR AND DESIGN FORMULAE OF STEEL TUBULAR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 5-9. doi: 10.13204/j.gyjz200511002

Citation:

Wang Wei, Chen Yiyi. NON-RIGID BEHAVIOR AND DESIGN FORMULAE OF STEEL TUBULAR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 5-9. doi: 10.13204/j.gyjz200511002

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NON-RIGID BEHAVIOR AND DESIGN FORMULAE OF STEEL TUBULAR JOINTS

doi: 10.13204/j.gyjz200511002

Wang Wei,
Chen Yiyi

1.
College of Civil Engineering,Tongji University Shanghai 200092

Received Date: 2005-05-20
Publish Date: 2005-11-20

Abstract

Abstract

The parameters expressing the non-rigid properties of unstiffened circular hollow-section joints are analysed.Based on the explanation of the mechanism of effects which are controlled by those parameters, parametric models for computation formulae are introduced.It is compared that current parametric equations found from different codes or specifications with test data extracted from international test database of unstiffened tubular joints.By statistical analysis, parametric formulae of joints, both bending rigidity and ultimate bending capacity with most accuracy and applicability, are identified.
- unstiffened tubular joint, non-rigid behavior, bending rigidity, ultimate bending capacity, design formulae,

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References(15)

References

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