Dynamic Elastic-plastic Analysis of High-rise Steel Structure with Buckling-restrained Braces
Fei Ou Yang, Chengwei Huang, Guihu Qin
Fei Ou Yang
Available Online July 2015.
- https://doi.org/10.2991/icismme-15.2015.15How to use a DOI?
- BRB ; time history analysis ; finite element analysis; seismic performance
- 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.
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 -