{"created":"2021-03-01T05:59:35.368759+00:00","id":7139,"links":{},"metadata":{"_buckets":{"deposit":"8e070750-607e-4f62-b2d1-19bf53d611b1"},"_deposit":{"id":"7139","owners":[],"pid":{"revision_id":0,"type":"depid","value":"7139"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00007139","sets":["1:86"]},"author_link":["36271","36272","36273","36274","36275","36266","44832","36268","36269","36270"],"item_1646810750418":{"attribute_name":"\u51fa\u7248\u30bf\u30a4\u30d7","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_alternative_title_198":{"attribute_name":"\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb","attribute_value_mlt":[{"subitem_alternative_title":"Horizontal Collision Response Analysis under Strong Earthquake considering around Bridge End Configuration"}]},"item_3_biblio_info_186":{"attribute_name":"\u66f8\u8a8c\u60c5\u5831","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-08","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"526","bibliographicPageStart":"519","bibliographicVolumeNumber":"5"}]},"item_3_description_184":{"attribute_name":"\u6284\u9332","attribute_value_mlt":[{"subitem_description":"When the strong earthquake occurs and a bridge suffers the longitudinal impact, a superstructure and abutments of a bridge will collide. There is a spatial gap between superstructure and wall of abutment and this gap may effect to accelerate collision speed between them. Then, in this paper, effect of shock-absorbing device to softening the collision is investigated in the cases of simple and continuous girder bridges. And the effect of stiffness of shock-absorbing device, laying-gap length and back-fill ground of a abutment to soften the collision response, is analyzed. Moreover, influence by laying-gap length and an abutments of back-fill ground when colliding was examined.","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"\u8457\u8005\u5225\u540d","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"36271","nameIdentifierScheme":"WEKO"}],"names":[{"name":"T., Oshima","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"36272","nameIdentifierScheme":"WEKO"}],"names":[{"name":"S., Mikami","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"36273","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Y., Ogura","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"36274","nameIdentifierScheme":"WEKO"}],"names":[{"name":"H., Uchida","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"36275","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Y., Uchibori","nameLang":"en"}]}]},"item_3_publisher_212":{"attribute_name":"\u51fa\u7248\u8005","attribute_value_mlt":[{"subitem_publisher":"\u793e\u56e3\u6cd5\u4eba \u571f\u6728\u5b66\u4f1a"}]},"item_3_select_195":{"attribute_name":"\u8457\u8005\u7248\u30d5\u30e9\u30b0","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_access_right":{"attribute_name":"\u30a2\u30af\u30bb\u30b9\u6a29","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"\u8457\u8005","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"\u5927\u5cf6, \u4fca\u4e4b","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"\u4e09\u4e0a, \u4fee\u4e00","creatorNameLang":"ja"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"\u5c0f\u5009, \u88d5\u4ecb","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"\u5185\u7530, \u88d5\u4e08","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"\u5185\u5800, \u5eb7","creatorNameLang":"ja"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"\u30d5\u30a1\u30a4\u30eb\u60c5\u5831","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-11-22"}],"displaytype":"detail","filename":"8668475-5.pdf","filesize":[{"value":"860.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"8668475-5.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/7139/files/8668475-5.pdf"},"version_id":"ea4cd58d-daf4-45ce-9aa0-16c64078ab90"}]},"item_keyword":{"attribute_name":"\u30ad\u30fc\u30ef\u30fc\u30c9","attribute_value_mlt":[{"subitem_subject":"longitudinal impact","subitem_subject_scheme":"Other"},{"subitem_subject":"shoclrabs01ving device","subitem_subject_scheme":"Other"},{"subitem_subject":"system for falling prevention of bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"bridge end","subitem_subject_scheme":"Other"},{"subitem_subject":"abutment","subitem_subject_scheme":"Other"},{"subitem_subject":"Finite Element Method","subitem_subject_scheme":"Other"},{"subitem_subject":"\u6c34\u5e73\u885d\u6483","subitem_subject_scheme":"Other"},{"subitem_subject":"\u7de9\u885d\u6750","subitem_subject_scheme":"Other"},{"subitem_subject":"\u843d\u6a4b\u9632\u6b62\u30b7\u30b9\u30c6\u30e0","subitem_subject_scheme":"Other"},{"subitem_subject":"\u6a4b\u7aef\u90e8","subitem_subject_scheme":"Other"},{"subitem_subject":"\u6a4b\u53f0","subitem_subject_scheme":"Other"},{"subitem_subject":"FEM","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"\u8a00\u8a9e","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"\u8cc7\u6e90\u30bf\u30a4\u30d7","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"\u6a4b\u6881\u7aef\u90e8\u5468\u8fba\u306b\u7740\u76ee\u3057\u305f\u5927\u5730\u9707\u6642\u6c34\u5e73\u885d\u7a81\u5fdc\u7b54\u89e3\u6790","item_titles":{"attribute_name":"\u30bf\u30a4\u30c8\u30eb","attribute_value_mlt":[{"subitem_title":"\u6a4b\u6881\u7aef\u90e8\u5468\u8fba\u306b\u7740\u76ee\u3057\u305f\u5927\u5730\u9707\u6642\u6c34\u5e73\u885d\u7a81\u5fdc\u7b54\u89e3\u6790","subitem_title_language":"ja"},{"subitem_title":"Horizontal Collision Response Analysis under Strong Earthquake considering around Bridge End Configuration","subitem_title_language":"en"}]},"item_type_id":"3","owner":"1","path":["1/86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-05-09"},"publish_date":"2007-05-09","publish_status":"0","recid":"7139","relation_version_is_last":true,"title":["\u6a4b\u6881\u7aef\u90e8\u5468\u8fba\u306b\u7740\u76ee\u3057\u305f\u5927\u5730\u9707\u6642\u6c34\u5e73\u885d\u7a81\u5fdc\u7b54\u89e3\u6790"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-03-16T04:56:50.818123+00:00"}