{"created":"2023-04-10T03:01:22.699939+00:00","id":5999,"links":{},"metadata":{"_buckets":{"deposit":"3fb8c53c-8580-4e48-bb3e-16844ae41610"},"_deposit":{"created_by":10,"id":"5999","owners":[10],"pid":{"revision_id":0,"type":"depid","value":"5999"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00005999","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2023-01","bibliographicIssueDateType":"Issued"},"bibliographic_titles":[{"bibliographic_title":"BULLETIN OF EARTHQUAKE ENGINEERING","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In 2015, a full-scale ten-story reinforced concrete (RC) building structure was tested on the E-Defense shake table, the recorded test data from which provided a unique benchmark case to validate a state-of-the-art modeling approach. This paper presents the development and validation of a finite element model of the test building structure established on the OpenSees platform. In this model, RC beams and columns were simulated using the fiber-based beam-column element, and shear walls were modeled with the multi-layer shell element. The numerical model provided a reasonable estimate of the observed global responses of the test structure, including peak inter-story drifts and floor accelerations, for the wall direction. The multi-layer shell element effectively tracked the local strain, flexural and shear deformations of RC walls. Although the numerical model reasonably captured responses for the frame direction under base fixed JMA-Kobe 50% shaking, the simulation of RC frames was less accurate for base fixed JMA-Kobe 100% shaking when the test structure experienced significant damage at the maximum inter-story drift of 2.9%. Finally, a couple of important modeling issues for RC structure were discussed, including beam-column joint modeling and damping modeling. Use of the scissors model to represent the beam-column joints led to an improved estimation of the inter-story drifts of stories where the beam-to-column joints experienced severe damage. A transient Rayleigh damping model, in which a tangent stiffness matrix was used to formulate a system damping matrix, was recommended for structural nonlinear response history analysis.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"SPRINGER","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1007/s10518-022-01611-9"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1573-1456","subitem_source_identifier_type":"EISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Lei Sun","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Xiaodong Ji","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Yuncheng Zhuang","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Koichi Kajiwara","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Jae-Do Kang","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Takuya Nagae","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_title":"Nonlinear modeling of the ten-story RC building structure of 2015 E-Defense shaking table tests","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Nonlinear modeling of the ten-story RC building structure of 2015 E-Defense shaking table tests","subitem_title_language":"en"}]},"item_type_id":"40001","owner":"10","path":["1670839190650"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2024-05-13"},"publish_date":"2024-05-13","publish_status":"0","recid":"5999","relation_version_is_last":true,"title":["Nonlinear modeling of the ten-story RC building structure of 2015 E-Defense shaking table tests"],"weko_creator_id":"10","weko_shared_id":-1},"updated":"2024-05-13T04:02:59.405751+00:00"}