Strengthening and repair of reinforced concrete columns by jacketing: State-of-the-art review

S Raza, MKI Khan, SJ Menegon, HH Tsang, JL Wilson - Sustainability, 2019 - mdpi.com
Sustainability necessitates the protection of infrastructure from any kind of deterioration over
the life cycle of the asset. Deterioration in the capacity of reinforced concrete (RC) …

Seismic retrofit of reinforced concrete strong beam–weak column joints using EBROG method combined with CFRP anchorage system

E Ilia, D Mostofinejad - Engineering Structures, 2019 - Elsevier
Beam-column assemblies of many existing reinforced concrete (RC) buildings are typically
designed and built before the development of the current seismic codes; that may …

Nonlinear finite element analysis of shear defective reinforced concrete beam to column connections strengthened with three practical techniques

A Dooshabi, MA Najafgholipour - Engineering Failure Analysis, 2024 - Elsevier
Extensive research efforts over the last decades have focused on the rehabilitation of
vulnerable reinforced concrete (RC) beam to column moment resisting connections. Shear …

Seismic behaviour of Exterior RC beam-column joints repaired and strengthened using post-tensioned metal straps

Y Helal, R Garcia, T Imjai, P Aosai… - Bulletin of Earthquake …, 2024 - Springer
Exterior beam-column joints are the most vulnerable part of substandard reinforced concrete
(RC) buildings and are often the first to be damaged during earthquakes. This article …

Seismic retrofit of deficient 3D RC beam–column joints using FRP and steel PT rods

MH Saghafi, A Golafshar - Materials and Structures, 2022 - Springer
The purpose of this paper is to evaluate the behavior of vulnerable joints of substandard RC
frames, improved by two different methods, 1-Shear and flexural retrofit of beam–column …

[HTML][HTML] Seismic retrofit of deficient exterior RC beam-column joints using steel plates and angles

ME Shoukry, AM Tarabia, MZ Abdelrahman - Alexandria Engineering …, 2022 - Elsevier
This paper proposes a simple and practical method for retrofitting deficient (non-seismic
detailed) exterior beam-column joints based on fixing steel plates and angles around the …

Presenting a strategy to prevent FRP debonding for strengthening RC connections

E Rostamiyan, A Golafshar, MH Saghafi - Engineering Structures, 2023 - Elsevier
Defects in the beam-column connections of old RC frames significantly increase the
vulnerability of exterior connections in an earthquake. One of the methods for improving the …

3D RC beam–column joints retrofitted by joint enlargement using steel angles and post-tensioned bolts

A Maddah, A Golafshar, MH Saghafi - Engineering Structures, 2020 - Elsevier
The performance of moment frames in concrete structures is influenced by the behavior of
beam-column joints. Experience in past earthquakes has shown that beam-column joints …

Seismic retrofit of exterior beam-column joints using steel angles connected by PT bars

M Khodaei, MH Saghafi, A Golafshar - Engineering Structures, 2021 - Elsevier
A review of past earthquakes has shown that due to the lack of specific seismic details for
beam-column joints, the brittle mechanisms of the structure caused by the joint behavior …

Experimental and numerical study on seismic performance of deficient interior RC joints retrofitted with prestressed high-strength steel strips

Y Yang, Y Xue, N Wang, Y Yu - Engineering Structures, 2019 - Elsevier
This paper presents the results of an experimental and numerical study on strapping method
for retrofitting deficient interior RC beam-column joints, which do not meet the requirements …