The objective of this study is to propose a 2.5 D finite/infinite element procedure for dealing
with the ground vibrations induced by moving loads. Besides the two in‐plane degrees of …

Deep‐water bridges are susceptible to severe damages under strong earthquakes. Water–
structure interaction will considerably affect the dynamic performance of deep‐water …

For buildings and factories located near railway or subway lines, the vibrations caused by
the moving trains, especially at high speeds, may be annoying to the residents or …

Analytical expressions for calculating the hydrodynamic pressure on an elliptical hollow
cylinder caused by outer and inner water under earthquake are obtained. Based on the …

Dynamic response of offshore structures can be influenced due to the water-structure
interaction. The water-structure interaction can be simply represented by added mass in …

An accurate and efficient numerical model is developed to calculate the earthquake-induced
hydrodynamic pressure on uniform vertical cylinders with an arbitrary cross section …

An accurate added mass model representation for a flexible elliptical cylinder vibrating in
water is presented. To accomplish this, the analytical expressions for the hydrodynamic …

This paper investigates the interaction of water with multiple circular cylinders subjected to
earthquake ground motion and incident linear waves respectively. Accurate and efficient …

Analytical frequency-dependent dynamic infinite elements are developed to model the far
field of a two-dimensional layered half-space soil medium for soil–structure interaction …

An efficient numerical model is presented to calculate the earthquake-induced
hydrodynamic forces and wave forces on an inclined circular cylinder with arbitrary angle to …