The catastrophic seismic events have urged the need for effective retrofitting techniques for
the non-seismically designed structures built in the seismic active zone. The design and …

This paper presents a study on evaluation of seismic performance of shear-deficient beam
column joints (BCJs) strengthened by ultra-high performance fiber reinforced concrete …

This paper presents the structural behaviour of reinforced concrete (RC) beams with and
without openings strengthened externally with bamboo fiber reinforced composite (BFRC) …

Lack of joint confinement for the majority of pre-1970 reinforced concrete (RC) frame
construction has resulted in weakening the link between the column and the beam and …

Limited information is known about the effects of bond strength degradation during
installation on the bond's quality and performance between fiber-reinforced polymer (FRP) …

A novel prefabricated beam-to-column steel joint (PSJ) for precast concrete structures was
proposed in this study. The joint had the advantages of easier to fabricate and more …

Extensive research efforts over the last decades have focused on the rehabilitation of
vulnerable reinforced concrete (RC) beam to column moment resisting connections. Shear …

Connections are important elements of precast structures as they introduce discontinuity
between the elements affecting strength and stiffness. In the present study, locally available …

This paper summarizes results on an analytical and numerical simulation of structural
behavior of reinforced concrete (RC) beam-column joints retrofitted with different types of …

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 …