{"created":"2021-03-01T06:13:24.876594+00:00","id":6789,"links":{},"metadata":{"_buckets":{"deposit":"a87618f3-2855-4dc9-801a-8e2f39211de3"},"_deposit":{"id":"6789","owners":[],"pid":{"revision_id":0,"type":"depid","value":"6789"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00006789","sets":["320:321:322"]},"author_link":["17749","17750","17751","17752"],"item_10_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Estimation method of the elasto-plastic maximum response displacement of steel and RC bridge piers using natural-period-dependent SI","subitem_alternative_title_language":"en"}]},"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2000-03","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"662","bibliographicPageStart":"653","bibliographicVolumeNumber":"46A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集","bibliographic_titleLang":"ja"}]}]},"item_10_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In the seismic design of bridge piers, the nonlinear responses are usually estimated using the equal energy assumption or equal displacement assumption. However, the nonlinear responses of structures are dependent on the periodic characteristics of input earthquake motions so that the results using the equal energy assumption or equal displacement assumption are not sometimes so accurate. In this study, we propose a metohd that the elasto-plastic maximum displacement of structures is estimated using the natural-period-dependent spectrum intensity(SI). In order to evaluate the accuracy of the proposed estimation method of the maximum response displacement, the results of the nonlinear dynamic analyses using SDOF model with far-field and near-field earthquake motions are used. The natural-period-dependent SI is a mean value taking account of the periodic characteristics of input earthquake motions and has a strong correlation with the nonlinear response of stuctures. It is clarified that the maximum response displacement can be estimated more accurately using the natural-period-dependent SI than using the equal energy assumption or equal displacement assumption.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_10_identifier_60":{"attribute_name":"URI","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/2237/8451"}]},"item_10_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_10_rights_12":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"土木学会（許諾　土学編集　第07010号）","subitem_rights_language":"ja"}]},"item_10_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_10_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"09108009","subitem_source_identifier_type":"PISSN"}]},"item_10_text_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_text_value":"application/pdf"}]},"item_1615787544753":{"attribute_name":"出版タイプ","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 access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"北原, 武嗣","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"17749","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kitahara, Takeshi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"17750","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"伊藤, 義人","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"17751","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Itoh, Yoshito","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"17752","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-02-19"}],"displaytype":"detail","filename":"Structural_Eng_46A-2-653.pdf","filesize":[{"value":"1.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Structural_Eng_46A-2-653.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/6789/files/Structural_Eng_46A-2-653.pdf"},"version_id":"6bdd5cec-1116-4f34-8a16-c0f5249749ba"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"elasto-plastic maximum response displacement","subitem_subject_scheme":"Other"},{"subitem_subject":"弾塑性最大応答変位","subitem_subject_scheme":"Other"},{"subitem_subject":"natural-period-dependent SI","subitem_subject_scheme":"Other"},{"subitem_subject":"固有周期依存型SI","subitem_subject_scheme":"Other"},{"subitem_subject":"equal energy assumption","subitem_subject_scheme":"Other"},{"subitem_subject":"エネルギー一定則","subitem_subject_scheme":"Other"},{"subitem_subject":"equal displacement assumption","subitem_subject_scheme":"Other"},{"subitem_subject":"変位一定則","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":"固有周期依存型SIを用いた鋼製およびRC橋脚の弾塑性最大応答変位の推定法に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"固有周期依存型SIを用いた鋼製およびRC橋脚の弾塑性最大応答変位の推定法に関する研究","subitem_title_language":"ja"}]},"item_type_id":"10","owner":"1","path":["322"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-06-25"},"publish_date":"2007-06-25","publish_status":"0","recid":"6789","relation_version_is_last":true,"title":["固有周期依存型SIを用いた鋼製およびRC橋脚の弾塑性最大応答変位の推定法に関する研究"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T03:52:14.513655+00:00"}