Rail irregularity is one of the main sources causing train–bridge random vibration. A new
random vibration theory for the coupled train–bridge systems is proposed in this paper. First …

In current practice, linear wave load theory is widely employed in the wave force evaluation
of sea-crossing bridges. However, the observation of nonlinear wave loads in shallow …

In this paper, the multi-time-step method (MTS) of time integration is proposed to reduce the
computational cost of solving the dynamic interaction of a train-track-bridge coupled system …

This study investigates the dynamic responses of a long-span cable-stayed railway bridge
with steel–concrete hybrid girders in different train load scenarios. The investigated …

A numerical model for considering the damage and failure behavior on the cable system is
proposed, which can be utilized for obtaining the response of hybrid cable-stayed …

In this study, a refined finite element model was built that represented the structural and
mechanical properties of railway bridges. A coupled vehicle–bridge vibration model was …

A design methodology to predict optimum post-tensioning forces and dimensioning of the
cable system for hybrid cable-stayed suspension (HCS) bridges is proposed. The structural …

A numerical strategy based on a moving mesh technique is proposed to simulate vehicle–
bridge interaction (VBI) in railway bridges. ALE approach allows an easy description of the …

In this study, the dynamic behavior of a concrete-filled steel tube (CFST) hybrid framed arch
railway bridge under moving trains are investigated through an in-site dynamic test. The …

To perform a realistic reliability analysis of a complex cable‐stayed steel footbridge subject
to natural hazard and corrosion, this article addresses a rational process of modeling and …