Proceedings of the International Conference on Chemical, Material and Food Engineering

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The Research for Hysteretic Behavior of Eccentrically Braced Steel Frame With Semi-Rigid Connections

Authors
Wei Liu, Hai-tao Yu
Corresponding Author
Wei Liu
Available Online July 2015.
DOI
10.2991/cmfe-15.2015.115How to use a DOI?
Keywords
semi-rigid connections; eccentrically braced; hysteretic behavior
Abstract

In this paper, by using of large-scale structural analysis software ANSYS for a three-bay eccentrically braced steel frame with semi-rigid connections done nonlinear analysis. The results showed that: eccentrically braced semi-rigid steel frame have good energy dissipation capacity and some prospects.

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 International Conference on Chemical, Material and Food Engineering
Series
Advances in Engineering Research
Publication Date
July 2015
ISBN
978-94-62520-93-6
ISSN
2352-5401
DOI
10.2991/cmfe-15.2015.115How 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

risenwbib
TY  - CONF
AU  - Wei Liu
AU  - Hai-tao Yu
PY  - 2015/07
DA  - 2015/07
TI  - The Research for Hysteretic Behavior of Eccentrically Braced Steel Frame With Semi-Rigid Connections
BT  - Proceedings of the International Conference on Chemical, Material and Food Engineering
PB  - Atlantis Press
SP  - 493
EP  - 496
SN  - 2352-5401
UR  - https://doi.org/10.2991/cmfe-15.2015.115
DO  - 10.2991/cmfe-15.2015.115
ID  - Liu2015/07
ER  -