Dynamic impact of moving vehicles on bridges is an important and long-standing issue in
the design and evaluation of bridges and has received much attention from researchers and …

This paper presents a method to locate and quantitatively evaluate the hidden damage in
adjacent box-beam connection (ABBC) of precast prestressed concrete (PC) box-beam …

In general, four properties of resilience robustness, rapidity, resourcefulness, and
redundancy (4Rs) are associated with technical, organizational, social, and economical …

A new finite element model of steel-concrete composite beam which can simulate the slip
phenomenon is proposed in this paper. The new model consists of concrete beam unit …

Recently, the occurrence frequency of extra-heavy trucks (EHTs, gross weight≥ 80 t) in
China has significantly arisen due to the increasing demand of heavy freight transportation …

A dynamic computational program considering slip, shear-lag and time-dependent effects of
composite box-girder bridge–train coupling system is firstly proposed based on the authors' …

A model considering slip and shear-lag for the dynamic analysis of a coupled steel-concrete
composite bridge-train system is proposed in this paper, based on the finite element method …

We present a three-dimensional (3D) dynamic model for the bridge-road-vehicle interaction
system. A slab-on-girder bridge is modeled as a grillage system subjected to multiple …

A dynamic amplification factor (DAF) or a dynamic load allowance (IM) is typically used in
bridge design specifications to include dynamic effects from vehicles on bridges. The …

This article presents a new method for structure assessment based on weigh-in-motion data
and simulation analysis. The focus is particularly on the simply supported hollow slab …