Seismic response analysis of base-isolated bridge subjected to long duration earthquake in lowtemperature environment
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- Gan Zhiping
- 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 study introduces a dynamic bearing property definition method to evaluate the seismic performance of a base isolated bridge under severe cold environment. Low temperature effect of base isolation devices due to their material characteristics is particularly considered. Thermal production which results in temperature variation is also taken into account to ensure the accuracy and practicality of analysis results. For this purpose, the overall three-dimensional non-linear bridge dynamic response is examined in detail under long duration earthquake ground motions.
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), 335-343, 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
- 1390001205283162368
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- NII論文ID
- 130005439090
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- NII書誌ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL書誌ID
- 026312763
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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