{"created":"2023-05-15T15:25:21.247898+00:00","id":12952,"links":{},"metadata":{"_buckets":{"deposit":"0280f1aa-3bd0-43aa-81e8-2152e2b201ab"},"_deposit":{"created_by":3,"id":"12952","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"12952"},"status":"published"},"_oai":{"id":"oai:sucra.repo.nii.ac.jp:00012952","sets":["94:426"]},"author_link":["18339"],"item_119_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"13","bibliographicPageEnd":"1607","bibliographicPageStart":"1587","bibliographicVolumeNumber":"35","bibliographic_titles":[{"bibliographic_title":"EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS"}]}]},"item_119_date_31":{"attribute_name":"作成日","attribute_value_mlt":[{"subitem_date_issued_datetime":"2007-11-01","subitem_date_issued_type":"Created"}]},"item_119_description_19":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"To evaluate the overall response of a structural system including its foundation and surrounding soil, an equivalent finite element model with reduced degrees of freedom using fibre theory-based beam element was proposed. The proposed model was based on investigations of the subgrade soil reaction of a single-layer model, and was verified for the cyclic behaviour of a laterally loaded single RC pile in terms of the load-displacement relationship, pile deformation, and soil pressures on the pile surface. Also investigated was the effect of the interfacial element between pile and soil on the behaviour of the laterally loaded pile. Copyright (C) 2006 John Wiley & Sons, Ltd.","subitem_description_type":"Abstract"}]},"item_119_description_29":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"text","subitem_description_type":"Other"}]},"item_119_description_30":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_119_publisher_11":{"attribute_name":"出版者名","attribute_value_mlt":[{"subitem_publisher":"JOHN WILEY & SONS LTD"}]},"item_119_relation_16":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"info:doi/10.1002/eqe.588","subitem_relation_type_select":"DOI"}}]},"item_119_source_id_14":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"00988847","subitem_source_identifier_type":"ISSN"}]},"item_119_text_3":{"attribute_name":"著者 ローマ字","attribute_value_mlt":[{"subitem_text_value":"Maki, Takeshi"},{"subitem_text_value":"Maekawa, Koichi"},{"subitem_text_value":"Mutsuyoshi, Hiroshi"}]},"item_119_text_32":{"attribute_name":"アイテムID","attribute_value_mlt":[{"subitem_text_value":"A1002290"}]},"item_119_text_4":{"attribute_name":"著者 所属","attribute_value_mlt":[{"subitem_text_value":"埼玉大学大学院理工学研究科環境科学・社会基盤部門"}]},"item_119_text_5":{"attribute_name":"著者 所属(別言語)","attribute_value_mlt":[{"subitem_text_value":"Department of Civil and Environmental Engineering, Saitama University"}]},"item_119_text_9":{"attribute_name":"年月次","attribute_value_mlt":[{"subitem_text_value":"2006-11"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"牧, 剛史"},{"creatorName":"マキ, タケシ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-01-24"}],"displaytype":"detail","filename":"A1002290.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"A1002290.pdf","url":"https://sucra.repo.nii.ac.jp/record/12952/files/A1002290.pdf"},"version_id":"528b0afd-8427-4f35-bac5-cae438f0912d"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"RC pile","subitem_subject_scheme":"Other"},{"subitem_subject":"subgrade soil reaction","subitem_subject_scheme":"Other"},{"subitem_subject":"3D-FEM analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"fibre model","subitem_subject_scheme":"Other"},{"subitem_subject":"beam element","subitem_subject_scheme":"Other"},{"subitem_subject":"interface between pile and soil","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"RC pile-soil interaction analysis using a 3D-finite element method with fibre theory-based beam elements","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"RC pile-soil interaction analysis using a 3D-finite element method with fibre theory-based beam elements"}]},"item_type_id":"119","owner":"3","path":["426"],"pubdate":{"attribute_name":"公開日","attribute_value":"2007-11-01"},"publish_date":"2007-11-01","publish_status":"0","recid":"12952","relation_version_is_last":true,"title":["RC pile-soil interaction analysis using a 3D-finite element method with fibre theory-based beam elements"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-05-16T12:45:32.995054+00:00"}