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  1. 防災科研関係論文

Seismic responses of a free-standing two-story steel moment frame equipped with a cast iron-mortar sliding base

https://nied-repo.bosai.go.jp/records/5132
https://nied-repo.bosai.go.jp/records/5132
2fd8833d-c541-4960-b832-7e39ddfd111d
Item type researchmap(1)
公開日 2023-04-27
タイトル
言語 en
タイトル Seismic responses of a free-standing two-story steel moment frame equipped with a cast iron-mortar sliding base
言語
言語 eng
著者 Yu-Lin Chung

× Yu-Lin Chung

en Yu-Lin Chung

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Kuan-Ting Kuo

× Kuan-Ting Kuo

en Kuan-Ting Kuo

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Takuya Nagae

× Takuya Nagae

en Takuya Nagae

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Koichi Kajiwara

× Koichi Kajiwara

en Koichi Kajiwara

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抄録
内容記述タイプ Other
内容記述 An experimental study was conducted to evaluate the dynamic behavior of a free-standing frame equipped with a movable base system using cast iron and mortar as the bearing materials. The preliminary friction test indicated that a graphite layer developed on the interface and exhibited stable friction behavior. The friction coefficient ranged from 0.33 to 0.36 when the applied normal compression stress ranged from 2.6 to 5.2 MPa. The effect of the variation of normal compression stress would be small. Shaking table tests on the free-standing frame showed that rock, slide, and rock-slide responses occurred. The cumulative slide distance reached 381 mm under JMA Kobe wave excitation; however, only a few cyclic slides occurred at the same locations along the moving track. Most surfaces sustained single slides. Similar results can be observed in other shaking conditions. The insufficient cyclic sliding and significant rocking resulted in a few graphite layers on the mortar surfaces. Friction coefficients were generally similar to those obtained in the preliminary friction tests; however, the values fluctuated when the rocking became significant. The collisions due to rocking caused strong horizontal acceleration responses and resulted in high friction coefficient. In addition, the strong horizontal acceleration responses caused by the collisions made the freestanding specimen unable to reduce the input horizontal acceleration notably, even when slippage occurred. Compared with the counterpart fixed-base specimen, the specimen equipped with the iron-mortar base could reduce the horizontal acceleration amplification response and the structural deformation, whereas the vertical acceleration response was doubled due to collisions from rocking.
言語 en
書誌情報 en : EARTHQUAKES AND STRUCTURES

巻 17, 号 3, p. 245-256, 発行日 2019-09
出版者
言語 en
出版者 TECHNO-PRESS
ISSN
収録物識別子タイプ EISSN
収録物識別子 2092-7622
DOI
関連識別子 10.12989/eas.2019.17.3.245
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