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- W2365670771 abstract "The super high CFST(concrete-filled steel tubes) frame-RC core building's structural indexes do not meet the requirements of current design code,so the energy dissipation technology is adopted.In order to investigate the seismic performance of this structure with energy dissipating devices,the 1/35 scale model with or without the energy dissipating devices is tested respectively on the shaking table to study and contrast the seismic behavior of the model structure.The dynamic characteristics and the model responses of acceleration,deformation and strain under different earthquake intensities are analyzed.Test and analysis results show that the displacement,acceleration and strain of the model with energy dissipating devices are smaller than the model without energy dissipating devices under different earthquake intensities.The maximum of structure's story drifts with energy dissipating devices is decreased from 1/84 to 1/130 by installing dampers under the action of rare earthquake and satisfy the requirements of the Chinese code,so the CFST frame-concrete core wall structure with energy dissipating devices demonstrates better seismic performance than this hybrid structure without energy dissipating devices." @default.
- W2365670771 created "2016-06-24" @default.
- W2365670771 creator A5031817169 @default.
- W2365670771 date "2011-01-01" @default.
- W2365670771 modified "2023-09-28" @default.
- W2365670771 title "Shaking table experimental study on a CFST frame-RC core structure with energy dissipating devices" @default.
- W2365670771 hasPublicationYear "2011" @default.
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