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- W2380364232 abstract "A pseudo-dynamic test research of uniaxial loading for a 1/10 scale 15-storey steel-concrete hybrid structure was completed.The steel-concrete hybrid structure modal was equivalent as two degree of freedom system,which was executed a pseudo-dynamic testing with 7 cases earthquake acceleration wave.The displacement time history of top floor,the maximal floor displacement and inter-story displacement angle of the model structure were obtained.By comparing with the finite element analysis results,it was found that the test results were in good agreement with the calculation results.The test results indicate that the hybrid structure has no obvious failure characteristics under 7-degree basic intensity and 7-degree of rare earthquake.Cracks appears on the coupling beams,the floor slAbs and the bottom layer of the core tube under the rare earthquake of magnitude of 8-degree and 9-degree,but the steel frame is in unyielding status and the structure has good bearing capacity.At the peak acceleration of 1.0g and 1.6g of earthquake inputs,cross inclined crack appears on the coupling beams and they are badly cracked in the type of shear failure.Horizontal crack develops across the bottom surface of the core tube and some of the steel columns yield,while the steel-concrete hybrid structure still has some bearing capacity.Therefore,it can be concluded that with reasonable design,the steel-concrete hybrid structure can have good seismic performance under earthquake actions and can satisfy the requirements of three-level performance objectivity." @default.
- W2380364232 created "2016-06-24" @default.
- W2380364232 creator A5070616777 @default.
- W2380364232 date "2009-01-01" @default.
- W2380364232 modified "2023-09-23" @default.
- W2380364232 title "Pseudo dynamic experimental study on highrise steel-concrete hybrid structure" @default.
- W2380364232 hasPublicationYear "2009" @default.
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