{"created":"2023-05-15T10:01:02.047188+00:00","id":5516,"links":{},"metadata":{"_buckets":{"deposit":"da6108af-5350-42a0-b537-c85ceb4bf343"},"_deposit":{"created_by":2,"id":"5516","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"5516"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005516","sets":["73:27"]},"author_link":["29781","29780"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1990","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"432","bibliographicPageStart":"427","bibliographic_titles":[{"bibliographic_title":"第8回 日本地震工学シンポジウム"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In order to account for the stochastic nature of free-field earthquake ground motions in the time and space domain, the earthquake responses of a stochastic soil layer on rigid rock is analysed where the soil properties are stochastically varying in lateral directions. From the analysis, a closed form analytic expression of the frequency-wavenumber spectrum, which provides information concerning the correlational characteristics of earthquake motions, is established. It is found from the characteristics of the frequency-wavenumber spectrum established in this study that the free-field ground motion displacement is highly coherent in low frequency range while it tends to become incoherent in high frequency range.","subitem_description_type":"Abstract"}]},"item_10001_version_type_20":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Takanori, Harada","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29780","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tomoki, Fugasa","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29781","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-06-21"}],"displaytype":"detail","filename":"seismic_1990_harada.pdf","filesize":[{"value":"369.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5516/files/seismic_1990_harada.pdf"},"version_id":"2b8cf544-e463-46b3-913d-bbe7f55577c3"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"Seismic Response Charactristics Of Stochastic Ground","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Seismic Response Charactristics Of Stochastic Ground"}]},"item_type_id":"10001","owner":"2","path":["27"],"pubdate":{"attribute_name":"公開日","attribute_value":"2020-06-21"},"publish_date":"2020-06-21","publish_status":"0","recid":"5516","relation_version_is_last":true,"title":["Seismic Response Charactristics Of Stochastic Ground"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-15T12:25:25.771213+00:00"}