{"created":"2023-03-31T02:13:28.354530+00:00","id":5110,"links":{},"metadata":{"_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"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-03-30"},"publish_date":"2023-03-30","publish_status":"0","recid":"5110","relation_version_is_last":true,"title":["Dynamic Response of Underground Structures in Sand: Experimental Data"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-03-31T02:13:30.443423+00:00"}