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- W2356533593 abstract "In recent years,thin-walled concrete-filled steel tube column ha been widely used in many types of building structures and bridges,owing to its good mechanical properties and construction performance.However,the local buckling capacity and post-buckling seismic capacity of common thin-walled concrete-filled steel tube column are poor.A new-style thin-walled corrugated concrete-filled steel tube column was proposed.A low cyclic loading test was conducted to study its seismic performance with axial-compression ratio and section form as the main parameters.The main conclusions are as follows: the hysteresis loops of thin-walled corrugated steel concrete column are fuller than those of the other two section forms under the same axial-compression ratio.The dissipation energy capacity of thin-walled corrugated steel concrete column is better than that of square and circle under the same displacement condition.The ductility coefficients of the three section forms are close and all exceed three.The law and degree of strength degradation and stiffness degradation are almost the same.In general,the seismic performance of thin-walled corrugated steel concrete column is almost the same or even better than that of circle and square thin-walled steel concrete column.The research results could give a reference to analysis and design of urban elevated viaducts." @default.
- W2356533593 created "2016-06-24" @default.
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- W2356533593 date "2012-01-01" @default.
- W2356533593 modified "2023-09-25" @default.
- W2356533593 title "Experimental study on the hysteretic behaviors of thin-walled corrugated concrete-filled steel tube column" @default.
- W2356533593 hasPublicationYear "2012" @default.
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