Techno Press
Techno Press

Structural Monitoring and Maintenance   Volume 1, Number 3, September 2014, pages 273-292
DOI: http://dx.doi.org/10.12989/smm.2014.1.3.273
 
Effectiveness of R/C jacketing of substandard R/C columns with short lap splices
George I. Kalogeropoulos and Alexander G. Tsonos

 
Abstract     [Full Text]
    The effectiveness of a retrofitting method for concrete columns with particular weaknesses is experimentally evaluated and presented in this paper. Structural deficiencies namely the inadequacy of transverse reinforcement and short length of lap splices are very common in columns found in structures built prior to the 1960s and 1970s. Recent earthquakes worldwide have caused severe damages and collapses of these structures. Nevertheless, the importance of improving the load transfer capacity between the deficiently lap-spliced bars is usually underestimated during the strengthening procedures applied in old buildings, though critical for the safety of the residents\' lives. Thus, the seismic performance of the enhanced columns is frequently overestimated. The retrofitting approach presented herein involves reinforced concrete jacketing of the column sub-assemblages and welding of the lap-spliced bars to prevent the splice failure and conform to the provisions of modern design Codes. The cyclic lateral loading response of poorly confined original column specimens with insufficient lap splices and the seismic behavior of the retrofitted columns are compared. Test results clearly demonstrate that the retrofitting procedure followed is an effective way of significantly improving the seismic performance of substandard columns found in old buildings.
 
Key Words
    reinforced concrete; columns; R/C jackets; welding; lap splice; reversed cycling loading; seismic retrofitting
 
Address
George I. Kalogeropoulos and Alexander G. Tsonos: Department of Civil Engineering, Aristotle University of Thessaloniki, GR-54-124 Thessaloniki, Greece
 

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