{"created":"2021-03-01T06:00:33.308677+00:00","id":8095,"links":{},"metadata":{"_buckets":{"deposit":"8413bb5b-7155-4851-896a-6838ca012e82"},"_deposit":{"id":"8095","owners":[],"pid":{"revision_id":0,"type":"depid","value":"8095"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00008095","sets":["1"]},"item_3_alternative_title_198":{"attribute_name":"\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb","attribute_value_mlt":[{"subitem_alternative_title":"Comparison between seismic response analysis and monitoring data on steel cable-stayed bridge"}]},"item_3_biblio_info_186":{"attribute_name":"\u66f8\u8a8c\u60c5\u5831","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-08","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"474","bibliographicPageStart":"468","bibliographicVolumeNumber":"29","bibliographic_titles":[{"bibliographic_title":"\u5730\u9707\u5de5\u5b66\u8ad6\u6587\u96c6"}]}]},"item_3_description_184":{"attribute_name":"\u6284\u9332","attribute_value_mlt":[{"subitem_description":"\u5b9f\u6e2c\u30c7\u30fc\u30bf\u306b\u5bfe\u3057\u3066ERA\u3092\u9069\u7528\u3059\u308b\u3053\u3068\u3067\u8907\u6570\u306e\u56fa\u6709\u632f\u52d5\u30e2\u30fc\u30c9\u3067\u5b9f\u6a4b\u6881\u3068\u6574\u5408\u3059\u308b\u659c\u5f35\u6a4b\u306e3\u6b21\u5143\u52d5\u7684\u89e3\u6790\u30e2\u30c7\u30eb\u3092\u69cb\u7bc9\u3057\u305f\u3002\u3053\u306e\u89e3\u6790\u30e2\u30c7\u30eb\u306b\u5b9f\u6a4b\u6881\u306b\u3066\u89b3\u6e2c\u3055\u308c\u305f\u8907\u6570\u306e\u4e2d\u5c0f\u898f\u6a21\u306e\u5730\u9707\u6ce2\u5f62\u3092\u5165\u529b\u3057\u3066\u6642\u523b\u6b74\u5fdc\u7b54\u89e3\u6790\u3092\u884c\u3044\u30e2\u30c7\u30eb\u5316\u306e\u59a5\u5f53\u6027\u3092\u691c\u8a0e\u3057\u305f\u3002\u3055\u3089\u306b\u5927\u5730\u9707\u306e\u89b3\u6e2c\u6ce2\u5f62\u3092\u5165\u529b\u3057\u3066\u6642\u523b\u6b74\u5fdc\u7b54\u89e3\u6790\u3092\u884c\u3044\u3001\u5bfe\u8c61\u6a4b\u6881\u306e\u5927\u5730\u9707\u6642\u6319\u52d5\u3092\u628a\u63e1\u3057\u305f\u3002\u89e3\u6790\u7d50\u679c\u304b\u3089\u3001\u8907\u6570\u306e\u4e2d\u5c0f\u5730\u9707\u306b\u5bfe\u3057\u3066\u3042\u308b\u7a0b\u5ea6\u6574\u5408\u6027\u3092\u6709\u3059\u308b\u89e3\u6790\u30e2\u30c7\u30eb\u304c\u69cb\u7bc9\u3067\u304d\u3001\u5927\u5730\u9707\u6642\u306e\u89e3\u6790\u7d50\u679c\u306b\u3064\u3044\u3066\u3082\u8a2d\u8a08\u6642\u306e\u60f3\u5b9a\u3084\u5b9f\u969b\u306e\u5730\u9707\u6642\u306e\u72b6\u6cc1\u3068\u6bd4\u8f03\u3057\u3066\u540c\u7a0b\u5ea6\u306e\u7d50\u679c\u304c\u5f97\u3089\u308c\u305f\u3002A 3D model for dynamic response analysis is composed based on ambient vibration monitoring data.\nNatural excitation technique and Eigenrealization algorithm (ERA) are applied to obtain modal\nparameters. A analytical modal parameters of the model are consistent with the real modal parameters\ncalculated by ERA. Dynamic response analysis are performed for several small earthquake waves and\ntheir analytical results are agreed with response of actual monitored data. Dynamic response analysis are\nalso performed for severe earthquake waves.","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"\u8457\u8005\u5225\u540d","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42233","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MIYAMORI, Yasunori"}]},{"nameIdentifiers":[{"nameIdentifier":"42234","nameIdentifierScheme":"WEKO"}],"names":[{"name":"IKEDA, Noritoshi"}]},{"nameIdentifiers":[{"nameIdentifier":"42235","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KIMURA, Hiroshi"}]},{"nameIdentifiers":[{"nameIdentifier":"42236","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MIKAMI, Shuichi"}]},{"nameIdentifiers":[{"nameIdentifier":"42237","nameIdentifierScheme":"WEKO"}],"names":[{"name":"OSHIMA, Toshiyuki"}]}]},"item_3_publisher_212":{"attribute_name":"\u51fa\u7248\u8005","attribute_value_mlt":[{"subitem_publisher":"\u516c\u76ca\u793e\u56e3\u6cd5\u4eba 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