Analysis of thin-walled steel RHS columns filled with concrete under long-term sustained loads-Reference-Cited by-同舟云学术

Analysis of thin-walled steel RHS columns filled with concrete under long-term sustained loads

Published:2003-09 Issue:9 Volume:41 Page:849-870
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Han L.-H.,Yang Y.-F.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. ACI Committee 209 (1992). Prediction of creep, shrinkage and temperature effects in concrete structures. Designing for effects of creep, shrinkage and temperature in concrete structures, ACI SP27-3, Detroit, MI, 51-93.

2. Tests and mechanics model of concrete-filled SHS stub columns, columns and beam-columns;Han;Steel & Composite Structures-An International Journal,2001

3. ASCCS. Concrete filled steel tubes—a comparison of international codes and practices. ASCCS Seminar Report, Innsbruck, September, 1997.

4. Strength of steel-encased concrete beam-columns;Furlong;Journal of Structural Division, ASCE,1967

5. Han LH, Tao Z, Liu W. Concrete-filled SHS columns subjected to long-term loads. Proceedings of the First International Conference on Steel & Composite Structures, 14-16, June, Pusan, Korea, 2001b, 1733-40.

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