{"created":"2023-03-30T09:15:53.491324+00:00","id":2732,"links":{},"metadata":{"_buckets":{"deposit":"3d7dd152-cec0-421f-8a96-e6c45e75e955"},"_deposit":{"id":"2732","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2732"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00002732","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-10","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"12","bibliographicPageEnd":"1399","bibliographicPageStart":"1381","bibliographicVolumeNumber":"38","bibliographic_titles":[{"bibliographic_title":"EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"When subjected to long-period ground motions, high-rise buildings' upper floors undergo large responses. Furniture and nonstructural components are susceptible to significant damage in Such events. This paper proposes a full-scale substructure shaking table test to reproduce large floor responses of high-rise buildings. The response at the top floor of a virtual 30-story building model subjected to a synthesized long-period ground motion is taken as a target wave for reproduction. Since a shaking table has difficulties in directly reproducing such large responses due to various capacity limitations, a rubber-and-mass system is proposed to amplify the table motion. To achieve an accurate reproduction of the floor responses, a control algorithm called the open-loop inverse dynamics compensation via simulation (IDCS) algorithm is used to generate a special input wave for the shaking table. To implement the IDCS algorithm, the model matching method and the H,,, method are adopted to construct the controller. A numerical example is presented to illustrate the open-loop IDCS algorithm and compare the performance of different methods of controller design. A series of full-scale substructure shaking table tests are conducted in E-Defense to verify the effectiveness of the proposed method and examine the seismic behavior of furniture. The test results demonstrate that the rubber-and-mass system is capable of amplifying the table motion by a factor of about 3.5 for the maximum velocity and displacement, and the Substructure shaking table test can reproduce the large floor responses for a few minutes. Copyright (C) 2009 John Wiley & Sons, Ltd.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"WILEY","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1002/eqe.907"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1096-9845","subitem_source_identifier_type":"EISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Xiaodong Ji","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Kouichi Kajiwara","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Takuya Nagae","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Ryuta Enokida","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Masayoshi Nakashima","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_title":"A substructure shaking table test for reproduction of earthquake responses of high-rise buildings","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"A substructure shaking table test for reproduction of earthquake responses of high-rise buildings","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":"2732","relation_version_is_last":true,"title":["A substructure shaking table test for reproduction of earthquake responses of high-rise buildings"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-07T10:22:38.621749+00:00"}