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寒冷地気温変動下における高減衰ゴム支承材内部温度の応答確認実験及び数値解析
https://kitami-it.repo.nii.ac.jp/records/6997
26a219ca-efc9-437e-a7d8-0643abe68dbb
| 名前 / ファイル | ライセンス | アクション | |
|---|---|---|---|
4936.pdf (9.9 MB)
|
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2007-05-08 | |||||
| タイトル | ||||||
| タイトル | 寒冷地気温変動下における高減衰ゴム支承材内部温度の応答確認実験及び数値解析 | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 資源タイプ | ||||||
| 資源 | http://purl.org/coar/resource_type/c_6501 | |||||
| タイプ | journal article | |||||
| その他のタイトル | ||||||
| その他のタイトル | Experiments and Numerical Analysis on Response of Internal Temperature of High Damping Rubber Bridge Bearing under Low Temperature | |||||
| 著者 |
潤田, 久也
× 潤田, 久也× 山崎, 智之× 大島, 俊之× 中村, 昌弘 |
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| 著者別名 | ||||||
| 識別子 | ||||||
| 識別子 | 35363 | |||||
| 識別子Scheme | WEKO | |||||
| 姓名 | ||||||
| 姓名 | Uruta, Hisanari | |||||
| 著者別名 | ||||||
| 識別子 | ||||||
| 識別子 | 35364 | |||||
| 識別子Scheme | WEKO | |||||
| 姓名 | ||||||
| 姓名 | Yamazaki, Tomoyuki | |||||
| 著者別名 | ||||||
| 識別子 | ||||||
| 識別子 | 35365 | |||||
| 識別子Scheme | WEKO | |||||
| 姓名 | ||||||
| 姓名 | Oshima, Toshiyuki | |||||
| 著者別名 | ||||||
| 識別子 | ||||||
| 識別子 | 35366 | |||||
| 識別子Scheme | WEKO | |||||
| 姓名 | ||||||
| 姓名 | Nakamura, Masahiro | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | 砂質土の初期剛性に及ぼす堆積構造の異方性の影響を調べるために，堆積構造の異なる三軸供試体を作製し，ベンダーエレメントを用いてせん断波速度を直交する3方向から求め比較した．さらに，応力状態の異方性の影響を調べるために，異方応力状態での初期剛性をベンダーエレメント試験と繰返しねじり試験により求め比較した．その結果，堆積面に平行に伝播・振動するせん断波から得られた初期剛性は，他の2方向で得られたそれよりも高く，他の2方向で得られた剛性は堆積構造によらず等しいことが明らかにされた．また，異方応力状態での初期剛性は，等方応力状態から離れ破壊規準線に近づくに従って，既存の式で表される関係よりも低下するが，その低下を新たな関数を用いることによって説明することができた． | |||||
| 書誌情報 |
土木学会論文集 巻 773, 号 1-69, p. 113-123, 発行日 2004-10 |
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| 権利 | ||||||
| 権利情報 | 社団法人 土木学会, 潤田久也, 山崎智之, 大島俊之, 中村昌弘, 土木学会論文集, 773(1-69), 2004, 113-123. | |||||
| 著者版フラグ | ||||||
| 値 | publisher | |||||
| 出版者 | ||||||
| 出版者 | 社団法人 土木学会 | |||||
