{"created":"2023-03-31T02:39:26.346587+00:00","id":5695,"links":{},"metadata":{"_buckets":{"deposit":"6c44f944-5193-4aa3-b050-28dc8075ef25"},"_deposit":{"id":"5695","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"5695"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00005695","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014-10-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"704","bibliographicPageEnd":"1490","bibliographicPageStart":"1481","bibliographicVolumeNumber":"79","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of Structural and Construction Engineering","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Modeling and numerical simulation techniques for performing a detailed finite element analysis of a composite beam are presented. The finite element analysis is performed using E-Simulator, which is under development at the Hyogo Earthquake Engineering Research Center (E-Defense) of the National Research Institute for Earth Science and Disaster Prevention (NIED). A piecewise linear isotropic-kinematic hardening law is used for the steel material, and heuristic and implicit rules are incorporated to simulate its complex cyclic elastoplastic behavior. The extended Drucker-Prager model is used for the concrete material. The steel beam, steel column and reinforced concrete slab are discretized into solid elements. The wire mesh consisting of steel bars in the slab is also modeled using solid elements and rigid beams are used for the stud bolts. Detailed analyses are carried out for both a steel beam and a composite beam subjected to static cyclic loading. Good agreement is found with experimental results such as strength degradation due to local buckling of the flange, and asymmetric behaviors resulting from contact between the slab and the column.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Architectural Institute of Japan","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.3130/aijs.79.1481"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-8153","subitem_source_identifier_type":"ISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"山下拓三","creatorNameLang":"ja"},{"creatorName":"Takuzo Yamashita","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"大崎純","creatorNameLang":"ja"},{"creatorName":"Makoto Ohsaki","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"小檜山雅之","creatorNameLang":"ja"},{"creatorName":"Masayuki Kohiyama","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"宮村倫司","creatorNameLang":"ja"},{"creatorName":"Tomoshi Miyamura","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"張景耀","creatorNameLang":"ja"},{"creatorName":"Jingyao Zhang","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"田川浩之","creatorNameLang":"ja"},{"creatorName":"Hiroyuki Tagawa","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"繰り返し載荷を受ける合成梁の詳細有限要素解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"繰り返し載荷を受ける合成梁の詳細有限要素解析","subitem_title_language":"ja"},{"subitem_title":"Detailed finite element analysis of composite beam under cyclic loads","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":"5695","relation_version_is_last":true,"title":["繰り返し載荷を受ける合成梁の詳細有限要素解析"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-08T09:28:27.063491+00:00"}