{"created":"2023-06-19T10:26:56.397111+00:00","id":5696,"links":{},"metadata":{"_buckets":{"deposit":"60215a6e-2f85-4bdd-b457-047c580876a8"},"_deposit":{"created_by":18,"id":"5696","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5696"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005696","sets":["46"]},"author_link":["483","55397","24840","44469"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1998-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1838","bibliographicPageStart":"1827","bibliographicVolumeNumber":"44","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. A","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this paper, in order to accumulate basic date for establishing a rational impact design procedure of PC (Prestressed Concrete ) members un PC rock-sheds, static and impact tests were conducted for six types of PRC (Prestressed Reinforced Concrete) T-shaped beams, in which number of PC strands, tensioning ratio per one PC strand and volume of rebars for crack control were taken as variable parameters. Using 400 kgf steel weight, impact tests were conducted by iterative loading method with 1 m/see of initial and incremental impact velocity up to beam failure. All PRC beams considered here were reached to the ultimate state characterized by bending type of failure mode. The results obtained from these experiments are as follows: 1) the ultimate static and energy absorption capacities of PRC beams may not be affected by tensioning ratio; 2) increasing number of RC strands and/or arranging rebars for crack control, impact resistance of PRC beams can be effectively improved; and 3) absorption energy at the ultimate state of PRC beams can rationally estimated by means of the multi-section method.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"120004080461","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 1998 土木学会　ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"09108009","subitem_source_identifier_type":"PISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10122872","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"510","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open 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Norimitsu","givenNameLang":"en"},{"givenName":"徳光","givenNameLang":"ja"},{"givenName":"ノリミツ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"483","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"1000030153076","nameIdentifierScheme":"NRID","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000030153076"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"竹本, 伸一","creatorNameLang":"ja"},{"creatorName":"TAKEMOTO, Shin-ichi","creatorNameLang":"en"},{"creatorName":"タケモト, 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energy","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"T型PRC梁の静的・衝撃耐荷性状に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"T型PRC梁の静的・衝撃耐荷性状に関する実験的研究","subitem_title_language":"ja"},{"subitem_title":"Experimental study on static and impact resistances of T-shaped PRC beams","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-04-26"},"publish_date":"2012-04-26","publish_status":"0","recid":"5696","relation_version_is_last":true,"title":["T型PRC梁の静的・衝撃耐荷性状に関する実験的研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-02T04:11:49.492879+00:00"}