Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering

Study on axial compression ratio of Seismic Performance of Steel Tube Filled with Steel-reinforced Concrete Composite Column

Authors
Bing Wang, Xiao Liu, Pan Ren
Corresponding Author
Bing Wang
Available Online October 2015.
DOI
10.2991/icadme-15.2015.199How to use a DOI?
Keywords
STFSC; composite column; axial compression ratio; seismic performance
Abstract

With the rapid development of cities, the building becoming larger and higher. That means the weight of building will increase , the disaster will cause a greater loss. Bearing column is the main stress components of building, determining the safety of the building under earthquake. Steel Tube Filled with Steel-reinforced Concrete Composite Column(STFSC) has the advantages of concrete-filled steel tube column and steel reinforced concrete column. Therefore, this paper study on axial compression ratio of seismic performance of STFSC by ABAQUS finite element analysis software

Copyright
© 2015, 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 5th International Conference on Advanced Design and Manufacturing Engineering
Series
Advances in Engineering Research
Publication Date
October 2015
ISBN
978-94-6252-113-1
ISSN
2352-5401
DOI
10.2991/icadme-15.2015.199How to use a DOI?
Copyright
© 2015, 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  - Bing Wang
AU  - Xiao Liu
AU  - Pan Ren
PY  - 2015/10
DA  - 2015/10
TI  - Study on axial compression ratio of Seismic Performance of Steel Tube Filled with Steel-reinforced Concrete Composite Column
BT  - Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering
PB  - Atlantis Press
SP  - 1075
EP  - 1079
SN  - 2352-5401
UR  - https://doi.org/10.2991/icadme-15.2015.199
DO  - 10.2991/icadme-15.2015.199
ID  - Wang2015/10
ER  -