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常時微動計測および臨時地震観測に基づく2016年熊本地震の本震における益城町小谷集落での地震動の評価
https://doi.org/10.24517/00065046
https://doi.org/10.24517/00065046e64e5371-226b-4db0-84d8-1c2f777e7b83
名前 / ファイル | ライセンス | アクション |
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TE-PR-MIYAJIMA-M-73_I_769.pdf (2.1 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2022-01-31 | |||||
タイトル | ||||||
タイトル | 常時微動計測および臨時地震観測に基づく2016年熊本地震の本震における益城町小谷集落での地震動の評価 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Ground motion estimation in Oyatsu residential cluster, Mashiki Town, Japan, during the main shock of the 2016 Kumamoto Earthquake based on high-dense microtremor measurements and temporary aftershock observation | |||||
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 | |||||
ID登録 | ||||||
ID登録 | 10.24517/00065046 | |||||
ID登録タイプ | JaLC | |||||
著者 |
秦, 吉弥
× 秦, 吉弥× 村田, 晶× 湊, 文博× 渋谷, 研一× 宮島, 昌克 |
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著者別表示 |
Hata, Yoshiya
× Hata, Yoshiya× Murata, Akira× Minato, Fumihiro× Shibuya, Ken-ichi× Miyajima, Masakatsu |
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提供者所属 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 金沢大学理工研究域地球社会基盤学系 | |||||
書誌情報 |
土木学会論文集A1(構造・地震工学) en : Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 巻 73, 号 4, p. I_769-I_777, 発行日 2017 |
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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.73.I_769 | |||||
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 | 益城町役場と西原村役場のほぼ中間付近に位置する益城町小谷集落では,2016年熊本地震の本震による強震動の作用により,住家の損壊などの深刻な被害が発生した.本稿では,小谷集落において高密度常時微動計測および臨時地震観測を実施し,得られた計測・観測記録に基づいてサイト増幅・位相特性を評価した.そして,特性化震源モデルに基づいた強震波形計算を実施し,本震時に小谷集落に作用した地震動を推定した.その際,小谷集落周辺の既存強震観測点であるKiK-net益城および菊陽町役場で得られた本震記録を一定の精度で再現することで,地震動推定手法の適用性を確認した. | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Serious damage of wooden houses was occurred in Oyatsu cluster, Mashiki Town, Japan, during main shock of the 2016 Kumamoto Earthquake. In this study, first, microtremor measurement with high dense spatial location was carried out in the cluster. Next, temporary aftershock observation was conducted in the cluster site in order to evaluate the site amplification and phase effects. Finally, based on the local site effects and the characterized source model, ground motions during the 2016 main shock were estimated. The estimated ground motions are will be useful in the detailed study of the failure mechanism. | |||||
権利 | ||||||
権利情報 | Copyright © 土木学会 Japan Society of Civil Engineers | |||||
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 | |||||
関連名称 | 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/ | |||||
関連名称 | http://www.jsce.or.jp/ |