Abstract: A boundary-element approach for the dynamic analysis of continuous systems that may consist of water, viscoelastic, and fluid-filled poroelastic zones of arbitrary shape is applied to the study of a concrete gravity dam, ...

Abstract: A boundary element model is presented for the computation of dynamic stiffnesses of strip foundations resting on or embedded in soils that are fluid-filled poroelastic and may also have single-phase viscoelastic zones. The ...