This paper presents a relatively simple V-shaped tie arrangement approach as an
alternative to the conventional crossties for seismic design of reinforced concrete (RC) …

Typically, the stress-strain relationship of confined lightweight aggregate concrete (LWAC)
exhibits lower stiffness in the ascending branch and more brittleness in the descending …

Pure torsion loading conditions were not frequently occurred in practical engineering, but
the torsional researches were important since it's the basis of mechanical property …

This study aims to examine the potential of approaches proposed for transverse
reinforcement arrangement in the jacket section of existing non-seismic or deficient columns …

This study examined the flexural behavior of reinforced concrete (RC) columns with V-
shaped ties as an alternative to the conventional crossties specified in ACI 318-14. Ten …

This paper presents a combined numerical and theoretical study on the composite action
between steel and concrete of circular steel tube confined concrete (STCC) stub columns …

The primary objective of the present study is to examine the effectiveness of previously
developed prefabricated bar units with seismic details in the jacket section in improving the …

This study presents the structural potentials of an entire restoration technique proposed for
upgrading the strength and ductility of severely damaged non-seismic columns. Three …

This study examines the flexural performance of reinforced concrete (RC) columns
strengthened through a seismic jacket technique developed using a prefabricated steel bar …

The present study simplified the moment-curvature relationship to straightforwardly
determine the flexural behavior of reinforced concrete (RC) columns. For the idealized …