2008
DOI: 10.1016/j.soildyn.2007.07.011
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Numerical simulation of dynamic soil–structure interaction in shaking table testing

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Cited by 176 publications
(72 citation statements)
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“…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.…”
Section: Jiang and Xumentioning
confidence: 99%
“…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.…”
Section: Jiang and Xumentioning
confidence: 99%
“…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.…”
Section: Introductionmentioning
confidence: 99%
“…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.…”
Section: Introductionmentioning
confidence: 99%