{"created":"2023-03-31T02:36:27.315305+00:00","id":5620,"links":{},"metadata":{"_buckets":{"deposit":"3eabfc7e-de6a-43b7-a6e9-21142ec25c2e"},"_deposit":{"id":"5620","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"5620"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00005620","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"I_946","bibliographicPageStart":"I_921","bibliographicVolumeNumber":"70","bibliographic_titles":[{"bibliographic_title":"土木学会論文集A1（構造・地震工学）","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本研究では，下水道埋設管路の中でも汚水管を対象とし，1995年兵庫県南部地震および2011年東北地方太平洋沖地震における被害データから，地震動やそれに伴う液状化による被害の分析を行った．被害延長を敷設延長で除して被害率と定義し，地震動強さを表わす地表面最大速度<i>PGV</i>および計測震度<i>IJ</i>と被害率との関係を管種，管径，微地形区分および液状化の影響度の観点から分析した．その上で，被害率と地震動強さの関係を地震被害率曲線としてモデル化した．","subitem_description_language":"ja","subitem_description_type":"Other"},{"subitem_description":"&nbsp;The dependency of damage of sewer buried pipelines on the seismic hazards in the 1995 Kobe earthquake and in the 2011 off the Pacific Coast of Tohoku earthquake was discussed focusing on the damage at Kobe city for the Kobe earthquake and at Kamisu city, Hitachinaka city, Mihama ward in Chiba city for the Tohoku earthquake with quantifying damage ratio <i>R<sub>L</sub></i> defined by the ratio of disrupted lengths <i>L<sub>d</sub></i> divided by total lengths <i>L</i> of the pipelines. <i>R<sub>L</sub></i> data dependent on scales of peak ground velocity <i>PGV</i> and instrumental seismic intensity <i>IJ</i> were evaluated in terms of diameter, material of pipes, microtopography and occurrence of liquefaction, and the associated damage functions were proposed for anticipating the pipelines damage distributed in targeted regional areas.","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 土木学会","subitem_publisher_language":"ja"},{"subitem_publisher":"Japan Society of Civil Engineers","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/jscejseee.70.I_921"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2185-4653","subitem_source_identifier_type":"ISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"庄司 学","creatorNameLang":"ja"},{"creatorName":"SHOJI Gaku","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"寺嶋 黎","creatorNameLang":"ja"},{"creatorName":"TERAJIMA Ray","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"永田 茂","creatorNameLang":"ja"},{"creatorName":"NAGATA Shigeru","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"下水道埋設管路の地震被害率曲線の構築","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"下水道埋設管路の地震被害率曲線の構築","subitem_title_language":"ja"},{"subitem_title":"DEVELOPMENT OF DAMAGE FUNCTIONS ON SEWER BURIED PIPELINES SUBJECTED TO AN EXTREME GROUND MOTION FROM DAMAGE ASSESSMENT BASED ON THE DATA IN RECENT EARTHQUAKES","subitem_title_language":"en"}]},"item_type_id":"40001","owner":"1","path":["1670839190650"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-03-30"},"publish_date":"2023-03-30","publish_status":"0","recid":"5620","relation_version_is_last":true,"title":["下水道埋設管路の地震被害率曲線の構築"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-08T09:26:57.885486+00:00"}