{"created":"2023-05-15T10:00:57.509789+00:00","id":5431,"links":{},"metadata":{"_buckets":{"deposit":"7733e194-cc7a-47f6-bcf7-b37c39965391"},"_deposit":{"created_by":5,"id":"5431","owner":"5","owners":[5],"pid":{"revision_id":0,"type":"depid","value":"5431"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005431","sets":["73","73:27"]},"author_link":["29242","29240","13413"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographic_titles":[{"bibliographic_title":"EETC"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In order to develop a simple practical means for asssessing the effects of dynamic soilstructure interaction especially on bridge structures, this paper describes a theory of single-degree-of-freedom system which is equivalent to the single-support bridge model and the multiple-suppυrt bridge model where each foundation is modeled as a rigid embedded founudation with a mass and a mass moment of inertia. having two-degree-of-freedom with swaying and rockiug motions. To illustrate charactristics and applications in the seismic design of the theory described in this paper, the natural period and the damping ratio of a three-span-continuous steel girder bridge with different foundation size are evaluaed.","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":"Yamashita, Norihoko","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29240","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Harada, Takanori","creatorNameLang":"en"},{"creatorName":"原田, 隆典","creatorNameLang":"ja"},{"creatorName":"ハラダ, タカノリ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Harada","familyNameLang":"en"},{"familyName":"原田","familyNameLang":"ja"},{"familyName":"ハラダ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Takanori","givenNameLang":"en"},{"givenName":"隆典","givenNameLang":"ja"},{"givenName":"タカノリ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"13413","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Wakahara, Toshihiro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29242","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":"theoretical_1992_harada.pdf","filesize":[{"value":"286.0 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5431/files/theoretical_1992_harada.pdf"},"version_id":"99c36aa9-d5f4-413f-a463-8534e118ee2e"}]},"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":"Theoretical assessment of soil-structure interaction effect at bridge structure","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Theoretical assessment of soil-structure interaction effect at bridge structure","subitem_title_language":"en"}]},"item_type_id":"10001","owner":"5","path":["73","27"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2020-06-21"},"publish_date":"2020-06-21","publish_status":"0","recid":"5431","relation_version_is_last":true,"title":["Theoretical assessment of soil-structure interaction effect at bridge structure"],"weko_creator_id":"5","weko_shared_id":2},"updated":"2023-09-03T07:04:50.427128+00:00"}