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

In order to investigate the liquefied soil pressure inposed on an individual pile of pile group,
a centrifugal shake table test on a pile-supported wharf on the sloping saturated sand …

Previous investigations have shown that both pile‒soil interactions and water‒pier
interactions have a significant effect on the seismic performance of bridge piers. However …

When the Stokes fifth-order wave is utilized to study the wave force of large-diameter bridge
piers, the iterative method is usually utilized to solve the transcendental equations and then …

The deep-water high-pier bridges that located in active seismicity areas have the potential to
be suffered for earthquakes, wave and current action synchronously during construction and …

Previous investigations have shown that water-pier interaction has a considerable effect on
the seismic response of bridge piers in deep water. However, most of those studies …

Sea-crossing cable-stayed bridges may encounter the combined effects of earthquakes,
waves, and currents, seriously threatening their service safety. In this paper, the effects of the …

The goal of the experiment described in this paper was to examine the effects of structure
orientation (0°–90°) and fluid–structure interaction (FSI) under combined water loads …

Shaking table testing is still considered a reliable approach when examining the seismic
performance of structures, however, for long-span and large-scale hydraulic structures …

In order to investigate the dynamic response of a deep‐water long‐span cable‐stayed
bridge under the combined action of earthquakes and waves, this paper establishes a …