当サイトでは、より良いサービスを提供するため、クッキーを利用しています。クッキーの使用に同意いただける場合は「同意」ボタンをクリックし、クッキーポリシーについては「詳細を見る」をクリックしてください。詳しくは当サイトの サイトポリシー をご確認ください。

詳細を見る...
ログイン サインアップ
言語:

WEKO3

  • トップ
  • ランキング
To

Field does not validate



インデックスリンク

インデックスツリー

  • RootNode

メールアドレスを入力してください。

WEKO

One fine body…

WEKO

One fine body…

アイテム

{"_buckets": {"deposit": "be7368b8-491a-4c32-997d-e2bde75bea96"}, "_deposit": {"id": "5964", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "5964"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00005964", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2019", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "4", "bibliographicPageEnd": "4_31", "bibliographicPageStart": "4_13", "bibliographicVolumeNumber": "19", "bibliographic_titles": [{"bibliographic_title": "日本地震工学会論文集", "bibliographic_titleLang": "ja"}, {"bibliographic_title": "Journal of Japan Association for Earthquake Engineering", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "\u003cp\u003e本研究では,2016年熊本地震における熊本県益城町の家屋被害認定調査結果に基づいて建物被害分析を行うとともに,推定地震動分布と組み合わせて建物被害関数を構築した.建物被害分析では構造別,建築年代別,木造建物の屋根形式別・階数別に被害を分析した.その結果,木造建物の全壊率は,RC造,S造,LS造と比較して全体的に大きく,建築年代が古くなるほど大きくなる傾向が顕著にみられた.また,最大地表速度および計測震度に対する,構造別,木造の建築年代別の益城町の建物被害関数を構築した.益城町の被害関数は,1995年兵庫県南部地震の結果に基づく経験式と比べて,同一の最大地表速度における全壊率が低くなる傾向がみられた.\u003c/p\u003e", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "\u003cp\u003eThis study investigates the building damage in Mashiki Town based on damage survey data of the local government due to the 2016 Kumamoto, Japan, earthquake. The damage ratios of buildings were investigated from the viewpoints of structural material, construction period, roof types and the number of floors. Moreover, the heavy damage ratios of wooden buildings were compared with those from the 1995 Kobe earthquake and the 2007 Niigata-ken Chuetsu-Oki earthquake. As the result, the major damage ratio of wooden houses was found to be much larger than those of other structural materials (RC, steel and light-gauge steel), and it got higher as the construction period becomes older. The results were further compared with the estimated distributions of the peak ground velocity (PGV) and the Instrumental JMA seismic intensity and the fragility curves for different structural materials (wood, S, and LS) and those for wooden buildings for five construction periods were developed.\u003c/p\u003e", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "公益社団法人 日本地震工学会", "subitem_publisher_language": "ja"}, {"subitem_publisher": "JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.5610/jaee.19.4_13"}}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "須藤 巧哉", "creatorNameLang": "ja"}, {"creatorName": "SUTO Takuya", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "山崎 文雄", "creatorNameLang": "ja"}, {"creatorName": "YAMAZAKI Fumio", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "松岡 昌志", "creatorNameLang": "ja"}, {"creatorName": "MATSUOKA Masashi", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "井ノ口 宗成", "creatorNameLang": "ja"}, {"creatorName": "INOGUCHI Munenari", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "堀江 啓", "creatorNameLang": "ja"}, {"creatorName": "HORIE Kei", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "劉 ウェン", "creatorNameLang": "ja"}, {"creatorName": "LIU Wen", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_title": "益城町の罹災証明データに基づく2016年熊本地震に対する建物被害関数の構築", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "益城町の罹災証明データに基づく2016年熊本地震に対する建物被害関数の構築", "subitem_title_language": "ja"}, {"subitem_title": "Development of Building Fragility Curves Based on Mashiki Town\u0027s Disaster-Victim Certificate Data due the 2016 Kumamoto Earthquake", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/5964", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "5964", "relation": {}, "relation_version_is_last": true, "title": ["益城町の罹災証明データに基づく2016年熊本地震に対する建物被害関数の構築"], "weko_shared_id": -1}
  1. 防災科研関係論文

益城町の罹災証明データに基づく2016年熊本地震に対する建物被害関数の構築

https://nied-repo.bosai.go.jp/records/5964
https://nied-repo.bosai.go.jp/records/5964
2fa94227-f470-4854-b765-7e95c670131f
Item type researchmap(1)
公開日 2023-03-30
タイトル
言語 ja
タイトル 益城町の罹災証明データに基づく2016年熊本地震に対する建物被害関数の構築
タイトル
言語 en
タイトル Development of Building Fragility Curves Based on Mashiki Town's Disaster-Victim Certificate Data due the 2016 Kumamoto Earthquake
言語
言語 jpn
著者 須藤 巧哉

× 須藤 巧哉

ja 須藤 巧哉

en SUTO Takuya

Search repository
山崎 文雄

× 山崎 文雄

ja 山崎 文雄

en YAMAZAKI Fumio

Search repository
松岡 昌志

× 松岡 昌志

ja 松岡 昌志

en MATSUOKA Masashi

Search repository
井ノ口 宗成

× 井ノ口 宗成

ja 井ノ口 宗成

en INOGUCHI Munenari

Search repository
堀江 啓

× 堀江 啓

ja 堀江 啓

en HORIE Kei

Search repository
劉 ウェン

× 劉 ウェン

ja 劉 ウェン

en LIU Wen

Search repository
抄録
内容記述タイプ Other
内容記述 <p>本研究では,2016年熊本地震における熊本県益城町の家屋被害認定調査結果に基づいて建物被害分析を行うとともに,推定地震動分布と組み合わせて建物被害関数を構築した.建物被害分析では構造別,建築年代別,木造建物の屋根形式別・階数別に被害を分析した.その結果,木造建物の全壊率は,RC造,S造,LS造と比較して全体的に大きく,建築年代が古くなるほど大きくなる傾向が顕著にみられた.また,最大地表速度および計測震度に対する,構造別,木造の建築年代別の益城町の建物被害関数を構築した.益城町の被害関数は,1995年兵庫県南部地震の結果に基づく経験式と比べて,同一の最大地表速度における全壊率が低くなる傾向がみられた.</p>
言語 ja
抄録
内容記述タイプ Other
内容記述 <p>This study investigates the building damage in Mashiki Town based on damage survey data of the local government due to the 2016 Kumamoto, Japan, earthquake. The damage ratios of buildings were investigated from the viewpoints of structural material, construction period, roof types and the number of floors. Moreover, the heavy damage ratios of wooden buildings were compared with those from the 1995 Kobe earthquake and the 2007 Niigata-ken Chuetsu-Oki earthquake. As the result, the major damage ratio of wooden houses was found to be much larger than those of other structural materials (RC, steel and light-gauge steel), and it got higher as the construction period becomes older. The results were further compared with the estimated distributions of the peak ground velocity (PGV) and the Instrumental JMA seismic intensity and the fragility curves for different structural materials (wood, S, and LS) and those for wooden buildings for five construction periods were developed.</p>
言語 en
書誌情報 ja : 日本地震工学会論文集
en : Journal of Japan Association for Earthquake Engineering

巻 19, 号 4, p. 4_13-4_31, 発行日 2019
出版者
言語 ja
出版者 公益社団法人 日本地震工学会
出版者
言語 en
出版者 JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING
DOI
関連識別子 10.5610/jaee.19.4_13
戻る
0
views
See details
Views

Versions

Ver.1 2023-03-31 02:48:29.867859
Show All versions

エクスポート

OAI-PMH
  • OAI-PMH JPCOAR
  • OAI-PMH DublinCore
  • OAI-PMH DDI
Other Formats
  • JSON
  • BIBTEX

Confirm


Powered by WEKO3

Change consent settings


Powered by WEKO3

Change consent settings