Axial Bearing Properties of the New-type Concrete Filled Steel Tubular Column-slab Joint（Ⅱ）： Bearing Capacity Formula and Construction Details

Journal of South China University of Technology(Natural Science Edition) ›› 2003, Vol. 31 ›› Issue (3): 81-84.

• Architecture & Civil Engineering • Previous Articles Next Articles

Axial Bearing Properties of the New-type Concrete Filled Steel Tubular Column-slab Joint（Ⅱ）： Bearing Capacity Formula and Construction Details

Zhang Xue-wen¹ Cai Jian¹ Liufu Jun² Fu Jing-ming² Tang Min¹

1．Dept．of Civil Engineering, South China Univ．of Tech. , Guangzhou510640, China；
2．Guangzhou City Construction ＆Development Design Institute Co. Ltd, . Guangzhou510620, China

Online:2003-03-20 Published:2022-05-26
Contact: 张学文（1944－），男，副教授，主要从事高层建筑结构研究．
About author:张学文（1944－），男，副教授，主要从事高层建筑结构研究．

Abstract

Abstract: In this paper, the working characteristic of the core of discontinuous-tube-in-core concrete filled steel tubular column-slab joint under axial compression is analysed, the formula for the joint’s bearing capacity under axial compression adapting to engineering application is proposed, which is conservatively used to evaluate the result of the experiments．The construction details of the new-type joint are also discussed for reference in engineering practice．

Key words: concrete filled steel tubular column, slab, new-type joint, axial bearing property

CLC Number:

TU392. 3

Zhang Xue-wen Cai Jian Liufu Jun Fu Jing-ming Tang Min. Axial Bearing Properties of the New-type Concrete Filled Steel Tubular Column-slab Joint（Ⅱ）： Bearing Capacity Formula and Construction Details[J]. Journal of South China University of Technology(Natural Science Edition), 2003, 31(3): 81-84.

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Axial Bearing Properties of the New-type Concrete Filled Steel Tubular Column-slab Joint（Ⅱ）： Bearing Capacity Formula and Construction Details

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