Proceedings of the First International Conference on Information Sciences, Machinery, Materials and Energy

Dynamic Elastic-plastic Analysis of High-rise Steel Structure with Buckling-restrained Braces

Authors
Fei Ou Yang, Chengwei Huang, Guihu Qin
Corresponding Author
Fei Ou Yang
Available Online July 2015.
DOI
https://doi.org/10.2991/icismme-15.2015.15How to use a DOI?
Keywords
BRB ; time history analysis ; finite element analysis; seismic performance
Abstract
Using finite element SAP2000, PKPM software to take  seismic performance analysis of square concrete-filled steel tube column and steel beam combination frame structure which applicated with support of BRB. dynamic elastic-plastic time history analysis was carried out on the model structure, it analyzed elastoplastic seismic performance of the model under strong earthquakes.it obtained that response performance of structure under different level earthquake, compared performance with the specification and investigaed results under finite element analysis , verifed if the structural seismic performance meet the design requirements or not.
Open Access
This is an open access article distributed under the CC BY-NC license.

Download article (PDF)

Proceedings
First International Conference on Information Sciences, Machinery, Materials and Energy
Part of series
Advances in Intelligent Systems Research
Publication Date
July 2015
ISBN
978-94-62520-67-7
ISSN
1951-6851
DOI
https://doi.org/10.2991/icismme-15.2015.15How 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  - Fei Ou Yang
AU  - Chengwei Huang
AU  - Guihu Qin
PY  - 2015/07
DA  - 2015/07
TI  - Dynamic Elastic-plastic Analysis of High-rise Steel Structure with Buckling-restrained Braces
BT  - First International Conference on Information Sciences, Machinery, Materials and Energy
PB  - Atlantis Press
SP  - 77
EP  - 81
SN  - 1951-6851
UR  - https://doi.org/10.2991/icismme-15.2015.15
DO  - https://doi.org/10.2991/icismme-15.2015.15
ID  - Yang2015/07
ER  -