{"created":"2023-03-31T02:36:29.866226+00:00","id":5621,"links":{},"metadata":{"_buckets":{"deposit":"bb12a5d1-cd3d-4ff8-a872-949ccbcd471b"},"_deposit":{"id":"5621","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"5621"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00005621","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2015","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"I_61","bibliographicPageStart":"I_50","bibliographicVolumeNumber":"71","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，2011年東北地方太平洋沖地震における仙台市といわき市を対象として，これまでに提案された4種類の配水管被害予測式による予測結果と被害実績の比較検討を行うことにより被害予測精度を検証するとともに，被害予測式や予測式で使用する各種補正係数に関する改善点を整理した．さらに，これまでに提案された一つの被害予測式を取上げ，管種・口径補正係数，地形・液状化補正係数を適切に修正することにより，被害箇所数や被害発生位置の予測精度の改善が可能であることを示した．","subitem_description_language":"ja","subitem_description_type":"Other"},{"subitem_description":"&nbsp;This paper points out the refinements about the seismic damage estimation formulas and various correction factors for buried water pipes through a comparative analysis between the damage to water pipelines in Sendai City and Iwaki City caused by the 2011 off the Pacific coast of Tohoku Earthquake and the damage estimated by four kinds of existing damage estimation formulas.<br>&nbsp;In addition, this paper shows that an existing damage estimation formula using modified correction factors, such as pipe material, pipe diameter and soil condition, enables us to improve the damage estimation accuracy.","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.71.I_50"}}]},"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":"永田 茂","creatorNameLang":"ja"},{"creatorName":"NAGATA Shigeru","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"丸山 喜久","creatorNameLang":"ja"},{"creatorName":"MARUYAMA Yoshihisa","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"庄司 学","creatorNameLang":"ja"},{"creatorName":"SHOJI Gaku","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"既往の上水道配水管の地震被害予測式の予測精度に関する検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"既往の上水道配水管の地震被害予測式の予測精度に関する検討","subitem_title_language":"ja"},{"subitem_title":"A STUDT ON THE ACCURACY OF EXISTING SEISMIC DAMAGE ESTIMATION FORMULA FOR WATER SUPPLY PIPELINES","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":"5621","relation_version_is_last":true,"title":["既往の上水道配水管の地震被害予測式の予測精度に関する検討"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-08T09:26:58.440694+00:00"}