Access the full text.
Sign up today, get DeepDyve free for 14 days.
A. Elremaily, A. Azizinamini (2002)
Behavior and strength of circular concrete-filled tube columnsJournal of Constructional Steel Research, 58
日本建築学会 (1990)
Architectural Institute of Japan
Lin-Hai Han, Guo-Huang Yao, Xiaoming Zhao (2004)
Behavior and calculation on concrete-filled steel CHS (Circular Hollow Section) beam-columnsSteel and Composite Structures, 4
Lin-Hai Han, J. Huo, Yong Wang (2005)
Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fireJournal of Constructional Steel Research, 61
Lin-Hai Han, Guo-Huang Yao (2004)
Experimental behaviour of thin-walled hollow structural steel (HSS) columns filled with self-consolidating concrete (SCC)Thin-walled Structures, 42
(1998)
History of development and applications of selfcompacting concrete in Japan
A. Varma, J. Ricles, R. Sause, Le-wu Lu (2002)
Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam–columnsJournal of Constructional Steel Research, 58
Lin-Hai Han, Y. Yang, Z. Tao (2003)
Concrete-filled thin-walled steel SHS and RHS beam-columns subjected to cyclic loadingThin-walled Structures, 41
Lin-Hai Han, Y. Yang (2005)
Cyclic performance of concrete-filled steel CHS columns under flexural loadingJournal of Constructional Steel Research, 61
Lin-Hai Han, X. Zhao, Z. Tao (2001)
Tests and mechanics model for concrete-filled SHS stub columns, columns and beam columnsSteel and Composite Structures, 1
K. Khayat, J. Bickley, M. Lessard (2000)
Performance of Self-Consolidating Concrete for Casting Basement and Foundation WallsAci Materials Journal, 97
The present paper is an attempt to study the cyclic behaviours of self-consolidating concrete (SCC) filled hollow structural steel (HSS) columns. The test parameters include the sectional types, the strength of concrete and steel and the axial load level (n). Eighteen self-consolidating concrete filled hollow structural steel (SCCHSS) column specimens, including 10 specimens with circular sections and 8 specimens with square sections were tested under constant axial load and cyclically increasing flexural loading. It was found that, in general, SCCHSS columns exhibit very high levels of energy dissipation and ductility, particularly when subjected to high axial loads. The features of SCCHSS columns under constant axial load and cyclically increasing flexural loading are similar to those of normal concrete-filled HSS columns. Comparisons are made with predicted column strengths and flexural stiffness using the existing codes such as AIJ-1997, AISC-LRFD-1994, BS5400–1979 and EC4–1994.
Advances in Structural Engineering – SAGE
Published: Oct 1, 2005
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.