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石灯篭の地震応答特性に関する振動台実験と3次元個別要素法による解析的検討
http://hdl.handle.net/2297/38886
http://hdl.handle.net/2297/38886080835da-0957-4f01-843e-f60b052ed938
名前 / ファイル | ライセンス | アクション |
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TE-PR-MIYAJIMA-M-965.pdf (1.3 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2017-10-03 | |||||
タイトル | ||||||
タイトル | 石灯篭の地震応答特性に関する振動台実験と3次元個別要素法による解析的検討 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Seismic estimation of a stone lantern using 3-D dem analysis and shaking table test | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
著者 |
村田, 晶
× 村田, 晶× 清水, 諒× 宮島, 昌克× 伊藤, 直洋 |
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書誌情報 |
土木学会論文集A1(構造・地震工学)= JSCE Journal of Earthquake Engineering 巻 69, 号 4, p. I_965-I_972, 発行日 2013-01-01 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 2185-4653 | |||||
DOI | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | DOI | |||||
関連識別子 | 10.2208/jscejseee.69.I_965 | |||||
出版者 | ||||||
出版者 | 土木学会 = Japan Society of Civil Engineers | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | A stone construction like a lantern and a gravestone is a simple unstable structure which stacked stones. So the damage of a stone lantern caused by the earthquake has occurred mostly. It is necessary to take the prevention from a fall of a lantern into consideration because the fall of a lantern is very dangerous. In this study, we estimate the seismic performance of a stone lantern using 3-D DEM analysis and real scale shaking table test, and evaluate the seismic resistance of the reinforced lantern. As the result, the seismic performance of the stone lantern was able to be evaluated by the shaking table test and 3-D DEM analysis. It was able to evaluate that the reinforced lantern was effective against the earthquake motion by experiment. The proposal of the suitable reinforcement against the earthquake was estimated. 日本は大規模災害となるような地震が多く発生する地域であり,近年も東北地方太平洋沖地震をはじめ大規模な地震災害が頻発している.それに伴う石造構造物の被害も多く発生しており,特に灯篭や墓石は石材を積み重ねた単純な不安定構造物であることから,多くの被害を受けている.墓石に関しては,兵庫県南部地震を契機に様々な補強方法の考案や検証が行われてきたが,灯篭に関しての耐震対策の検証は現状ほとんど行われていない.そこで,今回は石灯篭に着目し,無補強と有補強の石灯篭に対して地震時応答特性と耐震補強方法について実験的研究と解析的研究を行った.石灯篭に心棒を通す補強法をとったが,振動台実験や解析結果から,本方法は灯篭の倒壊防止に有効な対策となることがわかった. | |||||
内容記述 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 出版者照会後に全文を公開 | |||||
権利 | ||||||
権利情報 | Copyright © Japan Society of Civil Engineers 土木学会 | |||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | https://www.jstage.jst.go.jp/browse/jscejseee/-char/ja/ | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | http://www.jsce.or.jp/ |