Journal article
Rehabilitation of reinforced concrete frame connections using corrugated steel jacketing
Abstract
An experimental investigation was conducted to study the failure mode of existing reinforced concrete beam-column connections designed during the 1970s. The effectiveness of using innovative corrugated steel jackets for enhancing the seismic shear strength and ductility of these types of connections was examined. Four large-scale beam-column connections were tested under cyclic loading. The four connections represent existing frame connection, …
Authors
Ghobarah A; Aziz TS; Biddah A
Journal
ACI Structural Journal, Vol. 94, No. 3, pp. 283–294
Publication Date
May 1, 1997
ISSN
0889-3241