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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 investigated results under finite element analysis , verified if the structural seismic performance meet the design requirements or not.

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