Proceedings of the 3rd International Conference on Material, Mechanical and Manufacturing Engineering

Nonlinear numerical analysis of SRC-RC transfer columns based on OpenSEES

Authors
Hao Gu, Yun Zou, Ming Chen
Corresponding Author
Hao Gu
Available Online August 2015.
DOI
https://doi.org/10.2991/ic3me-15.2015.344How to use a DOI?
Keywords
steel reinforced concrete; transfer column; fiber model; finite-element analysis
Abstract
In order to study the seismic behavior of SRC-RC transfer column under low-cycle loading, the open source finite element software OpenSEES was used to establish models of SRC-RC transfer column based on fiber model and conduct numerical analysis. Compared with experimental results, numerical analysis results are found to be reasonable and valid. Then the influence of factors such as stirrup ratio and axial-load ratio are contrastively analyzed. The results show that axial-load ratio has a greater influence on the bearing capacity and hysteretic performance of the structure, but the stirrup ratio has less influence.
Open Access
This is an open access article distributed under the CC BY-NC license.

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Proceedings
3rd International Conference on Material, Mechanical and Manufacturing Engineering (IC3ME 2015)
Part of series
Advances in Engineering Research
Publication Date
August 2015
ISBN
978-94-6252-100-1
ISSN
2352-5401
DOI
https://doi.org/10.2991/ic3me-15.2015.344How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Hao Gu
AU  - Yun Zou
AU  - Ming Chen
PY  - 2015/08
DA  - 2015/08
TI  - Nonlinear numerical analysis of SRC-RC transfer columns based on OpenSEES
BT  - 3rd International Conference on Material, Mechanical and Manufacturing Engineering (IC3ME 2015)
PB  - Atlantis Press
SP  - 1784
EP  - 1788
SN  - 2352-5401
UR  - https://doi.org/10.2991/ic3me-15.2015.344
DO  - https://doi.org/10.2991/ic3me-15.2015.344
ID  - Gu2015/08
ER  -