This paper systematically reviewed 84 journal articles published from 2010 to 2020 and
structured the reviewed literature using the following categories: year-wise number of …

Quantitative post-earthquake failure safety assessment of RC framed buildings with non-
ductile joints, as one of the most vulnerable structures, is presented in this study utilizing …

Ensuring adequate seismic reliability levels for existing infrastructure components is a key
issue for owners in earthquake-prone countries. In particular, bridges may suffer relevant …

Self-centering (SC) rocking bridge piers can retain the bridge functionality after an
earthquake by limiting residual drifts. Nevertheless, it is not necessary to use the SC rocking …

In bridge engineering, the use of precast post‐tensioned segmental (PPS) piers is
increasingly expanding due to the Accelerated Bridge Construction viewpoint. Recent …

In this study, the performance of prestressed reinforced self-consolidating concrete (SCC)
slabs strengthened with carbon fiber-reinforced polymer (CFRP) sheets has been …

Basalt fiber-reinforced polymer (BFRP) has been applied for strengthening concrete
structures. However, studies on reinforced concrete (RC) slabs strengthened by BFRP strips …

Bearings acts as fusing components in bridges and transfer loads from superstructures to
substructures. During earthquakes, bridge bearings may be subjected to large axial …

This study focuses on the flexural behavior of pultruded glass fiber-reinforced polymer
(GFRP) profiles developed for structural applications. Fiber content is a commonly accepted …

The intensity measure (IM) is a key factor in determining the accuracy of seismic
performance assessment, which can represent the power of ground motion. However, the …