Design of Concrete-Filled Steel Tubular Members According to the Australian Standard AS 5100 Model and Calibration-Reference-Cited by-同舟云学术

Design of Concrete-Filled Steel Tubular Members According to the Australian Standard AS 5100 Model and Calibration

Published:2008-01 Issue:3 Volume:8 Page:197-214
ISSN:1328-7982
Container-title:Australian Journal of Structural Engineering
language:en
Short-container-title:Australian Journal of Structural Engineering

Author:

Tao Z¹,Brian U Y²,Han L H³,He S H³

Affiliation:

1. University of Western Sydney, Sydney, NSW, Australia Fuzhou University, Fuzhou, Fujian Province, China

2. University of Western Sydney, Sydney, NSW, Australia

3. Tsinghua University, Beijing, China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13287982.2008.11464998

Reference10 articles.

1. American Institute of Steel Construction, 2005, ANSI/AISC 360-05 Specification for structural steel buildings, Chicago, Illinois, USA.

2. Architectural Institute of Japan (AIJ), 1997, Recommendations for design and construction of concrete filled steel tubular structures, Japan (in Japanese).

3. ASCCS, 2007, Database of Concrete-Filled Steel Tube Columns, http://web.ukonline.co.uk/asccs2.

4. British Standards Institution, 2005, BS 5400 Steel, concrete and composite bridges, Part 5, Code of practice for the design of composite bridges, London, UK.

5. Chen, Z. Y., Zhu, J. Q. & Wu, P. G. 1996, High strength concrete and its application, Tsinghua University Press, Beijing, China (in Chinese).

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