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  1. 防災科研関係論文

Seismic Performance of a Bridge Column Based on E-Defense Shake-Table Excitations

https://nied-repo.bosai.go.jp/records/4107
https://nied-repo.bosai.go.jp/records/4107
6685e59e-afdd-4a73-ad26-bb67f02f51c6
Item type researchmap(1)
公開日 2023-03-30
タイトル
言語 en
タイトル Seismic Performance of a Bridge Column Based on E-Defense Shake-Table Excitations
言語
言語 eng
著者 Kazuhiko Kawashima

× Kazuhiko Kawashima

en Kazuhiko Kawashima

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Richelle G. Zafra

× Richelle G. Zafra

en Richelle G. Zafra

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Tomohiro Sasaki

× Tomohiro Sasaki

en Tomohiro Sasaki

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Koichi Kajiwara

× Koichi Kajiwara

en Koichi Kajiwara

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Manabu Nakayama

× Manabu Nakayama

en Manabu Nakayama

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抄録
内容記述タイプ Other
内容記述 As part of a major study on the seismic response of bridges by the National Research Institute for Earth Science and Disaster Prevention (NIED), Japan, a full-scale column incorporating an advanced material - polypropylene fiber reinforced cement composites Polypropylene fiber reinforced cement composites Polypropylene fiber reinforced cement composites Polypropylene fiber reinforced cement composites Polypropylene fiber reinforced cement composites (PFRC) at the plastic hinge region and part of the footing was recently tested on the E-Defense E-Defense E-Defense shake-table of NIED. The column was subjected to three components of the near-field ground motion recorded at the JR Takatori station during the 1995 Kobe, Japan earthquake. Excitations were repeated under increased mass and increased intensity of ground motion. After six times of excitation, experimental results showed that use of PFRC substantially mitigated cover concrete damage and local buckling Local buckling Local buckling Local buckling Local buckling of longitudinal bars Buckling of longitudinal bars Buckling of longitudinal bars Buckling of longitudinal bars Buckling of longitudinal bars. Measured strains of tie reinforcements and cross-ties at the plastic hinge were also smaller. Moreover, there was no visible damage in the core concrete at the plastic hinge after the series of excitations. The damage sustained by the column using PFRC was much less than the damage of regular reinforced concrete columns. © Springer Science+Business Media Dordrecht 2014.
言語 en
書誌情報 en : Geotechnical, Geological and Earthquake Engineering

巻 32, p. 179-191
出版者
言語 en
出版者 Kluwer Academic Publishers
ISSN
収録物識別子タイプ ISSN
収録物識別子 1872-4671
DOI
関連識別子 10.1007/978-94-017-8875-5_13
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