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A Consideration On Earthquake Resistance Of Bridge Piers With Various Types Of Foundations
http://hdl.handle.net/10458/6571
http://hdl.handle.net/10458/65713e5c8153-9a7b-46cf-a919-baebf2eeb35e
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
本文 (350.1 kB)
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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 | A Consideration On Earthquake Resistance Of Bridge Piers With Various Types Of Foundations | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| 資源タイプ | ||||||
| 資源タイプ | journal article | |||||
| 著者 |
Tsutsumi, Hajime
× Tsutsumi, Hajime× 中澤, 隆雄× 原田, 隆典 |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The purpose of this paper is to investigate the earthquake resistance of bridges. In this paper, dynamic characteristics of the foundations and piers are discussed from experimental results of prototype and model of T-structures; that were under construction using cantilever method and had different types of foundations. From the observation of earthquake damage of piers, it was found that thick and rigid piers were not so advantageous comparing with slender and flexible piers. Precise nonlinear analysis of ground-structure system is desirable to carry out a better aseismic design. | |||||
| 書誌情報 |
9WCEE en : Proceedings of ninth World Conference on Earthquake Engineering 巻 6, p. 465-470, 発行日 1988-08 |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
