Doboku Gakkai Ronbunshu
Online ISSN : 1882-7187
Print ISSN : 0289-7806
ISSN-L : 0289-7806
AN EXPERIMENTAL STUDY ON DAMAGE LEVELS AND REPAIRING EFFECTS OF REINFORCED CONCRETE COLUMNS SUBJECTED TO REVERSAL CYCLIC LOADING WITH LARGE DEFORMATIONS
Tadayoshi ISHIBASHITakeshi TSUYOSHIKaoru KOBAYASHIMasashi KOBAYASHI
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2000 Volume 2000 Issue 648 Pages 55-69

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Abstract
It is necessary to estimate damage levels of RC columns precisely in large plastic deformation range for reasonable seismic resistant design. We carried out reversal cyclic loading tests by RC model columns with large deformation capacities, and estimated damage levels correspond to plastic deformation levels in consideration for easiness of repairs. Furthermore, ranges of serious damages were examined. We also carried out reversal cyclic loading tests by repaired RC model columns, and repairing effects were confirmed. From these experiments and examinations, damage levels for seismic resistant design and repairing effects of RC columns in large plastic deformation range were made clear.
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© by Japan Society of Civil Engineers
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