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Experimental studies of elliptical concrete-filled tube columns

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSNConference contribution/Paperpeer-review

Published

Standard

Experimental studies of elliptical concrete-filled tube columns. / Jamaluddin, N.; Lam, D.; Ye, J.
TUBULAR STRUCTURES XIII. ed. / B Young. BOCA RATON: CRC PRESS-TAYLOR & FRANCIS GROUP, 2010. p. 333-340.

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSNConference contribution/Paperpeer-review

Harvard

Jamaluddin, N, Lam, D & Ye, J 2010, Experimental studies of elliptical concrete-filled tube columns. in B Young (ed.), TUBULAR STRUCTURES XIII. CRC PRESS-TAYLOR & FRANCIS GROUP, BOCA RATON, pp. 333-340, 13th International Symposium on Tubular Structures, Hong Kong, 15/12/10.

APA

Jamaluddin, N., Lam, D., & Ye, J. (2010). Experimental studies of elliptical concrete-filled tube columns. In B. Young (Ed.), TUBULAR STRUCTURES XIII (pp. 333-340). CRC PRESS-TAYLOR & FRANCIS GROUP.

Vancouver

Jamaluddin N, Lam D, Ye J. Experimental studies of elliptical concrete-filled tube columns. In Young B, editor, TUBULAR STRUCTURES XIII. BOCA RATON: CRC PRESS-TAYLOR & FRANCIS GROUP. 2010. p. 333-340

Author

Jamaluddin, N. ; Lam, D. ; Ye, J. / Experimental studies of elliptical concrete-filled tube columns. TUBULAR STRUCTURES XIII. editor / B Young. BOCA RATON : CRC PRESS-TAYLOR & FRANCIS GROUP, 2010. pp. 333-340

Bibtex

@inproceedings{355a3cd4af734197aca412e8d6818bed,
title = "Experimental studies of elliptical concrete-filled tube columns",
abstract = "This paper presents a series of test results carried out on elliptical Concrete-Filled Tube (CFT) columns. The tests were conducted to investigate the effects of variations of concrete strength and column slenderness on the behaviour and axial strength of the columns. The experimental study was carried out on ten specimens of short and long columns with Self-Consolidating Concrete (SCC). One elliptical steel section was used with three different typical concrete strengths to determine the reduction of column strength with the increase in column length. All specimens were tested to failure to assess their load carrying capacity, deformation and structural behaviour.",
author = "N. Jamaluddin and D. Lam and J. Ye",
year = "2010",
language = "English",
isbn = "978-0-415-58473-9",
pages = "333--340",
editor = "B Young",
booktitle = "TUBULAR STRUCTURES XIII",
publisher = "CRC PRESS-TAYLOR & FRANCIS GROUP",
note = "13th International Symposium on Tubular Structures ; Conference date: 15-12-2010 Through 17-12-2010",

}

RIS

TY - GEN

T1 - Experimental studies of elliptical concrete-filled tube columns

AU - Jamaluddin, N.

AU - Lam, D.

AU - Ye, J.

PY - 2010

Y1 - 2010

N2 - This paper presents a series of test results carried out on elliptical Concrete-Filled Tube (CFT) columns. The tests were conducted to investigate the effects of variations of concrete strength and column slenderness on the behaviour and axial strength of the columns. The experimental study was carried out on ten specimens of short and long columns with Self-Consolidating Concrete (SCC). One elliptical steel section was used with three different typical concrete strengths to determine the reduction of column strength with the increase in column length. All specimens were tested to failure to assess their load carrying capacity, deformation and structural behaviour.

AB - This paper presents a series of test results carried out on elliptical Concrete-Filled Tube (CFT) columns. The tests were conducted to investigate the effects of variations of concrete strength and column slenderness on the behaviour and axial strength of the columns. The experimental study was carried out on ten specimens of short and long columns with Self-Consolidating Concrete (SCC). One elliptical steel section was used with three different typical concrete strengths to determine the reduction of column strength with the increase in column length. All specimens were tested to failure to assess their load carrying capacity, deformation and structural behaviour.

M3 - Conference contribution/Paper

SN - 978-0-415-58473-9

SP - 333

EP - 340

BT - TUBULAR STRUCTURES XIII

A2 - Young, B

PB - CRC PRESS-TAYLOR & FRANCIS GROUP

CY - BOCA RATON

T2 - 13th International Symposium on Tubular Structures

Y2 - 15 December 2010 through 17 December 2010

ER -