Abstract
To investigate seismic behaviour of steel concrete composite multi-storey frame structures, based on researches of composite frame, a concrete encasement rectangular is suggested for the beam and filled steel tube for column. The preliminary demonstrate the excellent performance of the element, and reaffirm the applicability of composite beam-columns to the earthquake-resistant design of multi-storey structures. Then the mode analysis, the response spectrum and time history analysis under rare earthquakes are carried out. Result of ongoing experimental and numerical investigations are shown.
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