{"created":"2023-03-30T09:38:49.854124+00:00","id":3818,"links":{},"metadata":{"_buckets":{"deposit":"4d04661c-8713-4b72-b2c9-92a330575530"},"_deposit":{"id":"3818","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"3818"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00003818","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2022-05-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"795","bibliographicPageEnd":"474","bibliographicPageStart":"464","bibliographicVolumeNumber":"87","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 (Transactions of AIJ)","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Yield displacement is an important parameter that is directly used in computing damping factor of buildings in the Capacity Spectrum Method. In this paper, an evaluation method of a yield displacement of a building is firstly developed so that it can quantitatively consider hysteresis energy absorption characteristics of structural components. The proposed method is, secondly, examined based on a shaking table test of an 80% scale 5-story RC frame specimen to find the hysteresis damping factor of the specimen estimated following the proposed method can have a good agreement with those obtained based on <i>S<sub>a</sub></i> – <i>S<sub>d</sub></i> hysteresis test results.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会","subitem_publisher_language":"ja"},{"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.87.464"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-8153","subitem_source_identifier_type":"EISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"浅井 竜也","creatorNameLang":"ja"},{"creatorName":"ASAI Tatsuya","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"勅使川原 正臣","creatorNameLang":"ja"},{"creatorName":"TESHIGAWARA Masaomi","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"吉川 拳人","creatorNameLang":"ja"},{"creatorName":"YOSHIKAWA Kento","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"楠 浩一","creatorNameLang":"ja"},{"creatorName":"KUSUNOKI Koichi","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"稲井 栄一","creatorNameLang":"ja"},{"creatorName":"INAI Eiichi","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"長江 拓也","creatorNameLang":"ja"},{"creatorName":"NAGAE Takuya","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"丸山 一平","creatorNameLang":"ja"},{"creatorName":"MARUYAMA Ippei","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"梶原 浩一","creatorNameLang":"ja"},{"creatorName":"KAJIWARA Koichi","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"迫田 丈志","creatorNameLang":"ja"},{"creatorName":"SAKUTA Joji","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"太田 勤","creatorNameLang":"ja"},{"creatorName":"OHTA Tsutomu","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"諏訪田 晴彦","creatorNameLang":"ja"},{"creatorName":"SUWADA Haruhiko","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"福山 洋","creatorNameLang":"ja"},{"creatorName":"FUKUYAMA Hiroshi","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"RC造建物の降伏変形評価手法の提案とその震動台実験に基づく検証","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"RC造建物の降伏変形評価手法の提案とその震動台実験に基づく検証","subitem_title_language":"ja"},{"subitem_title":"YIELD DISPLACEMENT EVALUATION OF RC BUILDINGS EXAMINED BASED ON SHAKING TABLE TEST","subitem_title_language":"en"}]},"item_type_id":"40001","owner":"1","path":["1670839190650"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-04-27"},"publish_date":"2023-04-27","publish_status":"0","recid":"3818","relation_version_is_last":true,"title":["RC造建物の降伏変形評価手法の提案とその震動台実験に基づく検証"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-04-27T05:20:24.358097+00:00"}