{"_buckets": {"deposit": "fa4e2cc9-44f0-4f76-8104-2abedeb4e7ab"}, "_deposit": {"id": "5110", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "5110"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00005110", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2017"}, "bibliographicIssueNumber": "1", "bibliographicPageEnd": "372", "bibliographicPageStart": "347", "bibliographicVolumeNumber": "33", "bibliographic_titles": [{"bibliographic_title": "Earthquake Spectra", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "A densely instrumented system of large-scale underground structures consisting of two vertical shafts connected through a cut-and-cover tunnel and two independent shield tunnels was installed in an 8 m-diameter laminar soil box at the E-Defense shake table in Miki, Japan. The system was subjected to step-sine sweeps and scaled ground motion records of the Kobe (1995) earthquake. The underground structures were embedded in Albany Silica Sand with an average relative density of 54%. System instrumentation consisted of over 800 sensors, including strain gauges, accelerometers, displacement transducers, bender elements and pressure sensors. A U.S.-Japanese research collaboration was established to instrument the vertical shaft elements and record seismic soil pressures. Data records are archived at the NHERI DesignSafe Data Depot_and can be used to analyze the structural response, soil-structure interaction and other response parameters of individual subsurface components as well as the entire system.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "EARTHQUAKE ENGINEERING RESEARCH INST", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1193/032816EQS048DP"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1944-8201", "subitem_source_identifier_type": "EISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Anne Lemnitzer", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Lohrasb Keykhosropour", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Yohsuke Kawamata", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Ikuo Towhata", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_title": "Dynamic Response of Underground Structures in Sand: Experimental Data", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "Dynamic Response of Underground Structures in Sand: Experimental Data", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/5110", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "5110", "relation": {}, "relation_version_is_last": true, "title": ["Dynamic Response of Underground Structures in Sand: Experimental Data"], "weko_shared_id": -1}