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DEVELOPMENT OF PRESS-IN STEEL JACKETING AND EXPERIMENTAL INVESTIGATION OF THE SEISMIC PERFORMANCE BY EXPERIMENTAL WORK
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- UMEMOTO Yohei
- オリエンタル白石株式会社 施工・技術本部
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- IWAMONO Osamu
- オリエンタル白石株式会社 施工・技術本部
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- HORIKOSHI Naoki
- オリエンタル白石株式会社 技術研究所
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- OTSUKA Hisanori
- 株式会社大塚社会基盤総合研究所
Bibliographic Information
- Other Title
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- 圧入鋼板巻立てによる曲げ補強工法の開発とその耐震性能に関する実験的検証
Description
It is often at issue that due to hard site conditions including required temporary works, dredging in the river and headroom constraints, earthquake-resistance retrofitting works are difficult and cost-consuming for existing bridge piers. For solution, we have developed a new method. In addition to pressing into the riverbed and installing steel plates around piers, this method ensures strength of pier ends against bending moment force by extending rebars into the existing footings. This paper reports the experimental results of the new retrofit method on its construction practicability and quality, hysteretic characteristics, cyclic loading tests, reinforcement effectiveness, etc.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
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Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 72 (4), I_619-I_633, 2016
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680325801216
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- NII Article ID
- 130005152737
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- ISSN
- 21854653
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed