A novel semi-active control algorithm for adaptive variable stiffness intelligent structures that
combines the fuzzy control strategy with Long Short-Term Memory (LSTM) is proposed in …

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

A slender footbridge can suffer from a large vibration under vertical human-induced
excitation. To improve its serviceability, a tuned mass damper (TMD) has a wide application …

In this paper, a semi-active suspension system, composed of variable stiffness (VS)
magnetorheological (MR) dampers, was developed and investigated theoretically and …

In view of the insufficiency of bidirectional seismic control of long-span cable-stayed bridges
as well as the limitations of existing schemes, a multi-direction damping system (MDDS) was …

In this paper, the dynamic response analysis of long-span continuous bridge under
earthquake and train load was simultaneously performed. In order to clearly reveal the …

A mild steel-friction self-centering damper with a hybrid energy-dissipation mechanism (MS-
SCFD) was proposed, which consisted of a mild steel, frictional, dual-energy-dissipation …

A novel design of a vibration energy absorbing mechanism (VEAM) that is based on multi-
physics (magnetic spring, hydraulic system, structural dynamics, etc.) for cable vibration is …

This paper introduces a new mechanical model and presents experimental investigations for
impact-buffered viscous dampers (IBVDs). A multi-degree-of-freedom bridge system is …

Hydraulic dampers are widely applied due to their characteristics of absorbing huge impact
energy, stable and reliable working performance, and easy on-demand design. The …