Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)

Study on the Effect of Design Coefficients on Load-bearing Capacity of Circular RCFT Columns

Authors
Hua Wei, Zhen-zhong Duan, Peng-peng Li, Hai-jun Wang
Corresponding Author
Hua Wei
Available Online September 2012.
DOI
10.2991/emeit.2012.121How to use a DOI?
Keywords
concrete strength, diameter-thickness ratio, steel bar, RCFT column, yield strength
Abstract

Based on the Japan recommendations, the formula of yield strength for RCFT (reinforced concrete filled steel tube) columns was proposed, the effect of experimental coefficient such as concrete strength, diameter-thickness ratio of steel tube, number of steel bars on yield strength of RCFT was analyzed, and strength evaluation formula for RCFT column is tested by experimental results. As a result, the proposed evaluation formula can evaluate yield strength of RCFT column properly.

Copyright
© 2012, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)
Series
Advances in Intelligent Systems Research
Publication Date
September 2012
ISBN
978-90-78677-60-4
ISSN
1951-6851
DOI
10.2991/emeit.2012.121How to use a DOI?
Copyright
© 2012, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Hua Wei
AU  - Zhen-zhong Duan
AU  - Peng-peng Li
AU  - Hai-jun Wang
PY  - 2012/09
DA  - 2012/09
TI  - Study on the Effect of Design Coefficients on Load-bearing Capacity of Circular RCFT Columns
BT  - Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)
PB  - Atlantis Press
SP  - 578
EP  - 581
SN  - 1951-6851
UR  - https://doi.org/10.2991/emeit.2012.121
DO  - 10.2991/emeit.2012.121
ID  - Wei2012/09
ER  -