{"created":"2023-06-20T14:06:32.613209+00:00","id":16,"links":{},"metadata":{"_buckets":{"deposit":"fdd715a0-a2b0-4fca-8cd4-b2cde34edfa8"},"_deposit":{"created_by":2,"id":"16","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"16"},"status":"published"},"_oai":{"id":"oai:maebashi-it.repo.nii.ac.jp:00000016","sets":["8:10"]},"author_link":["31","30","35","32","33","34"],"item_3_alternative_title_1":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"A Study on Seismic Design for Laterally Loaded Single Pile  Considering Pile and Soil Non-Linearity"}]},"item_3_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2015-11-10","bibliographicIssueDateType":"Issued"},"bibliographic_titles":[{}]}]},"item_3_date_61":{"attribute_name":"更新日","attribute_value_mlt":[{"subitem_date_issued_datetime":"2017-03-27","subitem_date_issued_type":"Created"}]},"item_3_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"A behavior of a pile supported structure is affected by nonlinear dynamic soil-structure interaction during earthquake. There are two major factors which affect the nonlinear soil-structure interaction, the one is the local nonlinearity and the other is the site nonlinearity. In this paper, a seismic design for laterally loaded single pile considering pile and soil non-linearity is presented. The applicability of the seismic design are investigated by simulation analyses of the lateral load tests of 12 full-scale single piles , the centrifuge table test, the shaking table tests and pile foundation damaged by Hyogoken-nanbu Earthquake. The estimated results, load-displacement relationships and bending moment and displacement and shear force, are good agreement with observed results. From the above study results，it is confirmed that the proposed design method is useful for laterally loaded single pile considering pile and soil non-linearity.","subitem_description_type":"Abstract"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"町田, 幸紀"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"関, 崇夫"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"マチダ, ユキノリ"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"セキ, タカオ"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Machida, Yukinori"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Seki, Takao"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","displaytype":"detail","filename":"03論文（関）（修正後）最終版.pdf","filesize":[{"value":"873.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://maebashi-it.repo.nii.ac.jp/record/16/files/03論文（関）（修正後）最終版.pdf"},"version_id":"63c7d67a-4cd6-4d96-b605-66c320268118"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"単杭の設計法"},{"subitem_subject":"杭の水平抵抗"},{"subitem_subject":"遠心模型実験"},{"subitem_subject":"大型振動台実験"},{"subitem_subject":"シミュレーション解析"},{"subitem_subject":"応答変位法"},{"subitem_subject":"Seismic Design"},{"subitem_subject":"Single pile"},{"subitem_subject":"Lateral resistance of pile"},{"subitem_subject":"Centrifuge model test"},{"subitem_subject":"Large shaking table test"},{"subitem_subject":"Simulation analysis"},{"subitem_subject":"Pseudo-static analysis"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"杭と地盤の非線形性を考慮した単杭の設計法に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"杭と地盤の非線形性を考慮した単杭の設計法に関する研究"}]},"item_type_id":"3","owner":"2","path":["10"],"pubdate":{"attribute_name":"公開日","attribute_value":"2015-11-10"},"publish_date":"2015-11-10","publish_status":"0","recid":"16","relation_version_is_last":true,"title":["杭と地盤の非線形性を考慮した単杭の設計法に関する研究"],"weko_creator_id":"2","weko_shared_id":2},"updated":"2023-06-20T14:16:53.948800+00:00"}