“…Accounting for deformation of soil and foundation, full-coupled soilstructure shaking table tests [5][6][7][8] and numerical analysis [9][10][11][12] were conducted and gained deeper insight into the seismic performance of structures. With soil intervention, vibration period of the whole model extends and thus influences authentic seismic responses of superstructures.…”
Based on branch substructure method, this article deduces motion equation of an equipment-structure-soil interaction system. The equation is converted and applied to a shaking table real-time substructure experiment. The equipmentstructure system is adopted as experimental substructure loaded by the shaking table. Meanwhile, finite element model of soil is adopted as numerical substructure after modal reduction. An equipment-structure-soil interaction scale model is designed and tested using shaking table under different earthquake records. Comparison shows good agreement of results of experimental and finite element methods. This work also proves validity and accuracy of the proposed experimental method.
“…Accounting for deformation of soil and foundation, full-coupled soilstructure shaking table tests [5][6][7][8] and numerical analysis [9][10][11][12] were conducted and gained deeper insight into the seismic performance of structures. With soil intervention, vibration period of the whole model extends and thus influences authentic seismic responses of superstructures.…”
Based on branch substructure method, this article deduces motion equation of an equipment-structure-soil interaction system. The equation is converted and applied to a shaking table real-time substructure experiment. The equipmentstructure system is adopted as experimental substructure loaded by the shaking table. Meanwhile, finite element model of soil is adopted as numerical substructure after modal reduction. An equipment-structure-soil interaction scale model is designed and tested using shaking table under different earthquake records. Comparison shows good agreement of results of experimental and finite element methods. This work also proves validity and accuracy of the proposed experimental method.
“…Soil-structure interaction (SSI) has been widely investigated since the 1970s by means of theoretical approaches [1,2,3], field and laboratory studies as well as numerical modelling [4,5,6,7,8,9,10,11,12,13].…”
Section: Introductionmentioning
confidence: 99%
“…As for field and laboratory studies, SSI phenomena are commonly studied in small-scale by implementing experiments in shaking-table or centrifuge apparatuses [14,10,11,15,16]. Laboratory studies are particularly invaluable for the known initial and boundary conditions, and for the large quantity of applied instrumentations.…”
“…The assumption of equivalent linear behavior does not explicitly consider the nonlinear behavior of soil-structure systems such as the hysteretic behavior of soil. In the time domain analysis method [2][3][4][5][6] , the dynamic analysis is carried out by solving the equation of motion at each time step using a direct numerical integration scheme. In this approach, a large soil domain and a structural system is modeled as a single numerical model such that the inertial and kinematic interactions are inherently considered in the analysis.…”
Abstract. A computationally efficient explicit-implicit FEM in parallel manner toanalyze the response of three-dimensional soil-structure system subjected to inclined plane wave is presented. The unbounded soil is modelled by lumped-mass explicit parallel finite element method and absorbing boundary condition, the structure is analysed through implicit finite element method, and response of the rigid foundation is calculated through explicit time integration scheme. The different time steps can be chosen for the explicit and implicit integration scheme, which can greatly improve the efficiency. The codes for this method are programmed. The method is applied to a detailed nuclear plant model.
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