Owing to the relative uncertainty of previous numerical and experimental studies on the
behavior of short and very short shear links, this article considers the overstrength factor of …

This paper relies on the finite element method to find the safe factor considering the
economical aspect to design members outside the short shear links with/without stiffeners …

This study investigates the transverse structural performance of an ultrahigh performance
concrete (UHPC) lightweight composite deck (LWCD) in a large cantilever cable-stayed …

This paper presents equations to determine the ultimate shear strength reduction factor of
web plate in steel plate girders due to initial imperfection. The proposed equations are …

In this work, a comprehensive parametric study, based on a robust finite element analysis
validated by existing experimental results, was conducted to investigate the effects of plate …

Composite non-prismatic girders have been used in modern bridges worldwide.
Experimental and theoretical studies were performed to investigate prismatic steel plate …

In this article, elastic shear buckling and ultimate shear strength of long steel plate girder
web panels subjected to pure shear loading are investigated at both ambient and elevated …

In literature, there is no theoretical research focusing on moment–shear interaction behavior
of the hybrid girders. This article investigates the moment–shear interaction behavior of non …

As of today, a decisive conclusion regarding the effect of flanges on the overstrength factor
of short I-shaped shear links is still lacking. Accordingly, to address this gap in knowledge …

An efficient wavelet approach has been developed for geometrically nonlinear bending
analysis of largely deformed plate with arbitrary initial curvature on nonlinear Winkler …