Repair and retrofit of reinforced concrete columns

Research output: Contribution to conferencePaper

Abstract

Inadequate shear strength, and inadequate flexural strength and ductility are two major deficiencies in non-ductile reinforced concrete columns constructed before 1970's. These deficiencies limit the lateral strength and ductility of older reinforced concrete moment resisting frames. This paper presents the use of steel jackets for strengthening columns with inadequate shear strength and inadequate lap splices in the longitudinal reinforcement. Unlike the basic unretrofitted columns, the retrofitted columns exhibited very good ductility and energy dissipation.

Original languageEnglish (US)
Pages313-314
Number of pages2
StatePublished - Dec 1 1996
Externally publishedYes
EventProceedings of the 1996 Conference on Natural Disaster Reduction - Washington, DC, USA
Duration: Dec 3 1996Dec 5 1996

Other

OtherProceedings of the 1996 Conference on Natural Disaster Reduction
CityWashington, DC, USA
Period12/3/9612/5/96

ASJC Scopus subject areas

  • Engineering(all)

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  • Cite this

    Aboutaha, R. S. (1996). Repair and retrofit of reinforced concrete columns. 313-314. Paper presented at Proceedings of the 1996 Conference on Natural Disaster Reduction, Washington, DC, USA, .