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- W640597966 abstract "According to the shaking table experiment of the SRC frames with a scale of 1/8 of the prototype structure, the variation rule of dynamic characteristics and the seismic responses of acceleration and displacement under different excitations have been studied in this paper. By means of an element model with varied stiffness segments in consideration of the bond - slip between steel and concrete, an elastoplastic analysis program has been compiled which can be used to calculate the seismic responses of SRC structure," @default.
- W640597966 created "2016-06-24" @default.
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- W640597966 date "2000-04-01" @default.
- W640597966 modified "2023-09-26" @default.
- W640597966 title "SHAKING TABLE EXPERIMENT AND ELASTOPLASTIC ANALYSIS OF STEEL REINFORCED CONCRETE FRAME" @default.
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