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Elaborate Simulation And Prediction Of Seismic Behavior Of A Truss Bridge
http://hdl.handle.net/10458/6581
http://hdl.handle.net/10458/6581f3275a52-827a-4add-a978-93411a7c759d
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
本文 (5.0 MB)
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
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| 公開日 | 2020-06-21 | |||||
| タイトル | ||||||
| タイトル | Elaborate Simulation And Prediction Of Seismic Behavior Of A Truss Bridge | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| 資源タイプ | ||||||
| 資源タイプ | journal article | |||||
| 著者 |
Nonaka, Tetsuya
× Nonaka, Tetsuya× 原田, 隆典× Zheng, Yi× Wang, Hongze |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | In this study, the time-history analysis procedure is elaborately carried out for a truss bridge by identifying the actual structural vibrating characteristics measured by on-site tests and employing the input ground motions at different sites converted from the motions recorded at other observation spot. This procedure is first validated by simulating the seismic behavior of a deck-type truss bridge subjected to a moderate earthquake （M5.7） happened near the bridge in 2002. Then an extreme earthquake （M7.5） is assumed on the basis of ground motions recorded in the moderate earthquake, and the corresponding seismic responses of the bridge are predicted, by consistently estimating the ground motions at hypocenter with assumption of the ground faults and formulating ground motions at the site with consideration of spreading procedure from the hypocenter. | |||||
| 書誌情報 |
13WCEE en : 13th World Conference on Earthquake Engineering 巻 1, 発行日 2004-08 |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
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Nonaka, Tetsuya, 原田, 隆典, Zheng, Yi, Wang, Hongze, 2004, Elaborate Simulation And Prediction Of Seismic Behavior Of A Truss Bridge.
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