Dynamic loadings arising from impact, explosive, and seismic disasters impose high
requirements on the performance of engineering structures during service periods …

The plastic behavior of strengthened haunched beams utilizing carbon fiber-reinforced
polymers (CFRP) was investigated using a probabilistic design that took into account …

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

This study aims to apply machine learning (ML) methods to predict the failure mode and
bond stress between FRP bars and coral aggregate concrete (CAC). The central pull test …

The increased risk of vehicle collisions on bridge piers causes damage to bridge structures
and traffic congestion. In extreme cases, severe collisions caused by trucks lead to bridge …

Four types of specimens with various thicknesses of ECC layer in the tensile side of RC
beam are fabricated. The influence of ECC layer on the dynamic response and residual …

In this paper, a novel full-scale glass fiber-reinforced polymer (GFRP) bar-reinforced ultra-
high-performance concrete (UHPC)-encased concrete-filled double-skin steel tubular bridge …

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 …

Local damage of the structural members and even progressive collapse of structures
occurred in terrorist or accidental explosions, but there are few unified frameworks of …

This study aims to investigate the flexural behaviors of ECC-reinforced masonry beams with
GFRP mesh under various interface treatment methods. Eleven sets of ECC-reinforced …