A reversed bond-slip relationship that simultaneously considers key factors, such as the
concrete cover, stirrups, fiber content, and lateral pressure is required to simulate the …

Columns are considered critical elements with respect to the stability of buildings during
earthquakes. Concrete columns with light confinement can sustain shear and axial load …

Low computational efficiency and non-linearity behaviour make the simulation of the overall
building structure problematic to attain with a single dynamic or static method. Thus, this …

To facilitate seismic analysis of bridges, especially on a regional scale, this study
established a parametric finite element model of bridges incorporating simplified component …

Brittle shear failure of beam-column joints, especially during seismic events poses a
significant threat to structural integrity. This study investigates the potential of steel fiber …

Base isolation systems have attained significant advancements over the past several
decades, with new technologies being developed to enhance the performance of structures …

A modified strain wedge model for analyzing the lateral response of reinforced concrete
piles in sand is proposed in this paper. To address the limitations of the strain wedge model …

Gravity pier is a widely employed pier type in railway bridges worldwide. It is characterized
by a solid cross-section with a low longitudinal reinforcement ratio which can be even lower …

The bond between deformed steel rebar and concrete plays a critical role against seismic
action, thus it is important to capture the dynamic bond loss and establish the bond-slip …

The bond–slip behavior of the steel–concrete interface is critical in reinforced concrete (RC)
structures since the bond action is the mechanism that ensures the two materials work in co …