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

Shaking table substructure testing (STST) takes the substructure with complex behavior
physically tested, with the behavior of the rest structural system being numerically simulated …

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 …

This study experimentally investigates a dynamic behavior of an end‐anchored floating
bridge under the joint actions of earthquakes and water waves. A truncated model with a …

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 …

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 …

Simplified theoretical models were commonly utilized for optimizing adjacent structures with
viscous dampers (ASVD). However, oversimplification results in unsatisfactory control …

Generally, the fluid-structure interaction effect needs to be considered when studying the
seismic response of the coastal and offshore engineering structures located in the …

A new real‐time hybrid simulation (RTHS) scheme for fluid‐structure interaction to
investigate structures subjected to seismic and hydrodynamic forces is proposed. In …

Methods to improve the damping efficiency of dampers have been widely investigated. This
study introduces a shaking table test on a viscous damping wall (VDW) with a displacement …