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

DOI

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.

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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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  - Proceedings of the 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  - 10.2991/icismme-15.2015.15
ID  - Yang2015/07
ER  -