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Stochastic Finite-Element Analysis of Seismic Soil–Structure Interaction
2002
Journal of engineering mechanics
A procedure is presented for the probabilistic analysis of the seismic soil-structure interaction problem. The procedure accounts for uncertainty in both the free-field input motion as well as in local site conditions, and structural parameters. Uncertain parameters are modeled using a probabilistic framework as stochastic processes. The site amplification effects are accounted for via a randomized relationship between the soil shear modulus and damping on the one hand, and the shear strain of
doi:10.1061/(asce)0733-9399(2002)128:1(66)
fatcat:eqsfqgzsnjaoddnbx27w6ohyxq