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- W2376452963 abstract "Shaking table tests on dynamic interaction system of hard layered soil,pile foundation and frame structure were carried out.The earthquake damage of superstructure and foundation is reproduced.Based on these tests,several key issues about seismic response of the dynamic soil-structure interaction(SSI) system are studied.The natural frequency of the system is less than that of the structure on rigid foundation if the SSI is not taken into account,while its damping ratio is larger than that of the structure.The mode shape of the system is different from that of the structure on the fixed base in that there are rocking and swing at the foundation.Magnification or reduction of vibration transferred by soil is related to soil characteristic,excitation magnitude, and so on.Generally,sand magnifies vibration,while viscous powder soil damps vibration.The components of the acceleration response at the top of superstructure are based on the relative magnitude of rocking stiffness,swing stiffness of foundation and the stiffness of the super-structure.There is little effect of multi-direction excitations on the key issues of the horizontal SSI." @default.
- W2376452963 created "2016-06-24" @default.
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- W2376452963 date "2006-01-01" @default.
- W2376452963 modified "2023-09-25" @default.
- W2376452963 title "Shaking Table Testing of Hard Layered Soil-Pile Structure Interaction System" @default.
- W2376452963 hasPublicationYear "2006" @default.
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