{"created":"2023-03-31T02:15:02.061213+00:00","id":5146,"links":{},"metadata":{"_buckets":{"deposit":"c3dde928-8bad-4c20-a13c-65512573c0ed"},"_deposit":{"id":"5146","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"5146"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00005146","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1993"},"bibliographicIssueNumber":"559","bibliographicPageEnd":"657","bibliographicPageStart":"650","bibliographicVolumeNumber":"59","bibliographic_titles":[{"bibliographic_title":"日本機械学会論文集Ｃ編","bibliographic_titleLang":"ja"},{"bibliographic_title":"TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series C","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"A simulation method was studied to calculate vibration response of a bar group installed between restraints in a single row under seismic excitation. Because impact phenomena take place between adjacent bars or a bar and a restraint, nonlinear force caused by the impact should be considered in the response calculation. In this study, a new method for determining the nonlinear force without convergence iteration was proposed. The simulation method is basically a combination of the mode superposition method and the pseudo external force method. The method proposed by Nigam is applied for time integration. An impact point is modeled as a set of a gap, a linear spring and a linear damper. The nonlinear forces at the next time step can be determined with matrix calculation by introducing influence coefficient matrices, which express the influence of impact forces on intersections at impact points. In order to verify the above method, the calculation results were compared with experimental ones, which showed that the method can simulate the experimental results well.","subitem_description_language":"ja","subitem_description_type":"Other"},{"subitem_description":"A simulation method was studied to calculate vibration response of a bar group installed between restraints in a single row under seismic excitation. Because impact phenomena take place between adjacent bars or a bar and a restraint, nonlinear force caused by the impact should be considered in the response calculation. In this study, a new method for determining the nonlinear force without convergence iteration was proposed. The simulation method is basically a combination of the mode superposition method and the pseudo external force method. The method proposed by Nigam is applied for time integration. An impact point is modeled as a set of a gap, a linear spring and a linear damper. The nonlinear forces at the next time step can be determined with matrix calculation by introducing influence coefficient matrices, which express the influence of impact forces on intersections at impact points. In order to verify the above method, the calculation results were compared with experimental ones, which showed that the method can simulate the experimental results well.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"一般社団法人 日本機械学会","subitem_publisher_language":"ja"},{"subitem_publisher":"The Japan Society of Mechanical Engineers","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1299/kikaic.59.650"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0387-5024","subitem_source_identifier_type":"ISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"堀内 敏彦","creatorNameLang":"ja"},{"creatorName":"Horiuchi Toshihiko","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"中川 正紀","creatorNameLang":"ja"},{"creatorName":"Nakagawa Masaki","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"笠井 洋昭","creatorNameLang":"ja"},{"creatorName":"Kasai Hiroaki","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"一次元配列の棒群の衝突振動解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"一次元配列の棒群の衝突振動解析","subitem_title_language":"ja"},{"subitem_title":"Impact Vibration Analysis of Bar Group in Single Row.","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":"5146","relation_version_is_last":true,"title":["一次元配列の棒群の衝突振動解析"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-03-31T02:15:04.841872+00:00"}