This article provides an in-depth review on the understanding of load transfer mechanism in
concrete-filled steel tubular (CFST) columns, with emphasis on tube-concrete interface …

In this paper, a series of simulations are conducted to study the dynamic performances of
square concrete-filled steel tubular (CFST) columns under repeated lateral impact by …

A pseudo-static test study was conducted to investigate the seismic performance of stirrup-
confined square concrete-filled steel tube (CFST) bridge piers. Furthermore, a refined finite …

This study presents experimental and numerical research on the dynamic behaviors and
resistances of square concrete-filled steel tubular members internally strengthened by I …

The collisions between bridges and ships might cause severe damage to both of them,
which is impossible to avoid completely, although several specifications or requirements …

Rockfall impact on bridge piers poses a challenge to the safety of bridge structures in
mountainous regions. Hollow reinforced concrete (RC) piers are one of the popular …

This paper aims to validate circular reinforcement concrete (RC) members' responses to the
effect of an asymmetrical lateral impact span train collision. It was determined that the RC …

With escalating demand for urban parking structures, the columns within these structures are
more susceptible to hazards resulting from vehicle collisions compared to other public …

In this study, the flexural performance of a new composite beam–slab system filled with
concrete material was investigated, where this system was mainly prepared from lightweight …

The evaluation of the maximum displacement is pivotal for the application of the
performance design of Concrete Filled Steel Tubes (CFSTs) under lateral impact loads …