{"_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"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/5999", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2024-05-13"}, "publish_date": "2024-05-13", "publish_status": "0", "recid": "5999", "relation": {}, "relation_version_is_last": true, "title": ["Nonlinear modeling of the ten-story RC building structure of 2015 E-Defense shaking table tests"], "weko_shared_id": -1}