{"_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 \u0026 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"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/4058", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "4058", "relation": {}, "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_shared_id": -1}