{"created":"2023-03-31T01:43:12.145723+00:00","id":4058,"links":{},"metadata":{"_buckets":{"deposit":"0863f7a2-fa26-463e-84c7-bb4286ce05c3"},"_deposit":{"id":"4058","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"4058"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00004058","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2013-09"},"bibliographicIssueNumber":"11","bibliographicPageEnd":"1695","bibliographicPageStart":"1677","bibliographicVolumeNumber":"42","bibliographic_titles":[{"bibliographic_title":"Earthquake Engineering and Structural Dynamics","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"SUMMARY: The accuracy of a series spring model to predict the peak displacement and displacement history of Triple Pendulum™ (TP) bearings in a strongly shaken, full-scale building is evaluated in this paper. The series spring model was implemented as a self-contained three-dimensional TP bearing element in OpenSees and is now available for general use. The TP bearing element contains the option for constant friction or a generalized friction model that accounts for the effect of instantaneous velocity and compression load on the friction coefficient. Comparison between numerical simulation and experimental data of a five-story steel moment frame building shows that the peak displacement of isolation system can generally be predicted with confidence using a constant friction coefficient model. The friction coefficient model accounting for the effect of axial load and velocity leads to minor improvement over the constant friction coefficient models in some cases. © 2013 John Wiley & Sons, Ltd.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1002/eqe.2293"}}]},"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":"Nhan D. Dao","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Keri L. Ryan","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Eiji Sato","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Tomohiro Sasaki","creatorNameLang":"en"}]}]},"item_title":"Predicting the displacement of triple pendulum™ bearings in a full-scale shaking experiment using a three-dimensional element","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Predicting the displacement of triple pendulum™ bearings in a full-scale shaking experiment using a three-dimensional element","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":"4058","relation_version_is_last":true,"title":["Predicting the displacement of triple pendulum™ bearings in a full-scale shaking experiment using a three-dimensional element"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-03-31T01:43:14.551832+00:00"}