This paper aims to review and critically assess experimental research efforts on the seismic
retrofit of existing reinforced concrete (RC) beam-column joints with fiber-reinforced polymer …

The necessity of ensuring the long-term sustainability of existing structures is rising. An
important issue concerning existing reinforced concrete (RC) structures in seismically active …

Common reasons often impose the strengthening of elements of existing reinforced concrete
structures designed according to various regulations including contemporary codes. Such …

The assessment of the shear strength of two dimensional (2D) reinforced concrete (RC)
exterior beam-column joints is an open issue and its solution is still a point of discussion in …

The efficiency of using C-FRP ropes as external superficial reinforcement to strengthen
beam-column connections in reinforced concrete structures with regard to seismic …

Beam-to-column joints are commonly considered critic regions for RC frames subjected to
earthquake actions. When designed for gravity loads only, beam-to-column corner joints …

The study presents experimental and numerical results on two‐dimensional and three‐
dimensional full‐scale exterior non‐seismically designed (NSD) reinforced concrete (RC) …

A series of tests on three full-scale substandard exterior beam-column joints were performed
to investigate the efficiency of the proposed retrofit configuration, which is the use of …

In this article, the effectiveness of a High-Performance Fiber-Reinforced Concrete (HPFRC)
jacket for the seismic retrofitting of existing RC corner beam-column joints is experimentally …

In this study, a cyclic lateral load experiment was performed to assess the behavior of
reinforced concrete (RC) beam-column joints with non-seismic detailing. For the experiment …