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AN EXPERIMENTAL STUDY ON DAMAGE LEVELS AND REPAIRING EFFECTS OF REINFORCED CONCRETE COLUMNS SUBJECTED TO REVERSAL CYCLIC LOADING WITH LARGE DEFORMATIONS
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- ISHIBASHI Tadayoshi
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- TSUYOSHI Takeshi
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- KOBAYASHI Kaoru
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- KOBAYASHI Masashi
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 大変形正負交番載荷を受けるRC柱の損傷状況及び補修効果に関する実験的研究
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Description
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.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 2000 (648), 55-69, 2000-05-20
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205310571776
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- NII Article ID
- 130003983532
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- ISSN
- 18827187
- 02897806
- http://id.crossref.org/issn/02897806
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed