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  1. 防災科研関係論文

Shaking table tests of a full-scale 10-story reinforced-concrete building (2015). Phase II: Seismic resisting system

https://nied-repo.bosai.go.jp/records/5996
https://nied-repo.bosai.go.jp/records/5996
c64d46a9-966e-4dbc-976a-05799d71e467
Item type researchmap(1)
公開日 2024-05-13
タイトル
言語 en
タイトル Shaking table tests of a full-scale 10-story reinforced-concrete building (2015). Phase II: Seismic resisting system
言語
言語 eng
著者 Jae-Do Kang

× Jae-Do Kang

en Jae-Do Kang

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Koichi Kajiwara

× Koichi Kajiwara

en Koichi Kajiwara

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Yusuke Tosauchi

× Yusuke Tosauchi

en Yusuke Tosauchi

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Eiji Sato

× Eiji Sato

en Eiji Sato

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Takahito Inoue

× Takahito Inoue

en Takahito Inoue

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Toshimi Kabeyasawa

× Toshimi Kabeyasawa

en Toshimi Kabeyasawa

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Hitoshi Shiohara

× Hitoshi Shiohara

en Hitoshi Shiohara

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Takuya Nagae

× Takuya Nagae

en Takuya Nagae

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Toshikazu Kabeyasawa

× Toshikazu Kabeyasawa

en Toshikazu Kabeyasawa

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Hiroshi Fukuyama

× Hiroshi Fukuyama

en Hiroshi Fukuyama

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Tomohisa Mukai

× Tomohisa Mukai

en Tomohisa Mukai

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抄録
内容記述タイプ Other
内容記述 A 10-story reinforced-concrete (RC) building was subjected to a shaking table test using E-Defense, the largest three-dimensional earthquake simulator in the world, to estimate the effects of a flexible foundation and seismic response of a mid-rise building. Two structural systems with different base supporting conditions were adopted for two phases of tests for comparative purposes: the first system was free-standing with base sliding and uplifting, and the second was a conventional RC seismic resisting system with a fixed base. This paper mainly reports the test results for the conventional RC seismic resisting system with a fixed base, which comprises a moment-resisting frame system in the longitudinal direction and a frame system with multistory shear walls in the transverse direction. The objective of this research was to confirm the seismic capacity of a mid-rise building designed in accordance with current Japanese building standards and guidelines. Even though the story drift ratio exceeded 3% under extreme motion exceeding the design earthquake, the structure remained stable throughout the tests, satisfying the design concept of collapse prevention performance, whereas relatively severe damage was observed in the beam-column joints. Crack observations indicated massive damage sustained by the beam-column joints. The measured shear deformations at the beam-column joints accounted for more than half of the inter-story drift at the peak response.
言語 en
書誌情報 en : EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS

発行日 2023-02
出版者
言語 en
出版者 WILEY
ISSN
収録物識別子タイプ EISSN
収録物識別子 1096-9845
DOI
関連識別子 10.1002/eqe.3854
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