Effect of shock absorber devices on seismic response of curved viaduct equipped with viscous dampers under great earthquakes
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- Tian Qin
- Graduate School of Eng., Hokkaido University
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- Hayashikawa Toshiro
- Faculty of Eng., Hokkaido University
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- Matsumoto Takashi
- Faculty of Eng., Hokkaido University
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- He Xingwen
- Faculty of Eng., Hokkaido University
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抄録
This paper is intended to evaluate the effectiveness of shock absorber devices installed between roller bearing and stopper on reducing viaduct damages. In particular, the effect of shock absorber device's stiffness on mitigating viaduct damage is focused on in this analysis. For such purpose, the viaduct seismic performance is evaluated considering four different stiffnesses of the shock absorber device combined with a kind of viscous damper, which leads to five cases including the case without shock absorber device. Deck unseating damage, pounding forces between roller bearing and stopper, pier damage, displacement of superstructures and bending moment-curvature relationship are evaluated in this paper. Based on the numerical results, the application of shock absorber devices on viaduct, especially with large stiffness, can significantly reduce the seismic damages of the curved viaduct during great earthquakes.
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 61A (0), 322-334, 2015
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390001205283152896
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- NII論文ID
- 130005439089
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- NII書誌ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL書誌ID
- 026312755
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可