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http://dx.doi.org/10.12989/sem.2002.13.1.017

Seismic repair of exterior R/C beam-to-column joints using two-sided and three-sided jackets  

Tsonos, Alexander G. (Aristotel University of Thessaloniki, Division of Structural Engineering)
Publication Information
Structural Engineering and Mechanics / v.13, no.1, 2002 , pp. 17-34 More about this Journal
Abstract
The use of local two-sided and three-sided jacketing for the repair and strengthening of reinforced concrete beam-column joints damaged by severe earthquakes is investigated experimentally and analytically. Two exterior beam-column joint specimens ($O_1$ and $O_2$) were submitted to a series of cyclic lateral loads to simulate severe earthquake damage. The specimens were typical of existing older structures built in the 1960s and 1970s. The specimens were then repaired and strengthened by local two-sided or three-sided jacketing according to UNIDO Manual guidelines. The strengthened specimens ($RO_1$ and $RO_2$) were then subjected to the same displacement history as that imposed on the original specimens. The repaired and strengthened specimens exhibited significantly higher strength, stiffness and better energy dissipation capacity than the original specimens.
Keywords
beams (supports); buildings; columns (supports); damage; earthquake resistant structures; joints (junctions); lateral pressure; load (forces); reinforced concrete; repairs; shear properties; cement grout; strengthening;
Citations & Related Records

Times Cited By Web Of Science : 13  (Related Records In Web of Science)
Times Cited By SCOPUS : 15
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