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Vibration monitoring data is suitable for composing dynamic numerical\nmodel and ambient vibration data are available instead of limited number of seismic data. In\nthis study, a steel cable stayed bridge is modeled based on ambient vibration data and its\nbearing are represented in bilinear model. Validity of the model is confirmed by dynamic\nresponse analysis for recorded minor seismic waves. Then large seismic ground motions are\ninput to the model and different action of bearing is confirmed. Hence the entire responses of\nthe bridge are reasonable for each seismic input by using the proposed model.", "subitem_description_type": "Abstract"}]}, "item_3_full_name_183": {"attribute_name": "\u8457\u8005\u5225\u540d", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "42253", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Kimura, Hiroshi"}]}, {"nameIdentifiers": [{"nameIdentifier": "42254", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Miyamori, Yasunori"}]}, {"nameIdentifiers": [{"nameIdentifier": "42255", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Mikami, Shuichi"}]}, {"nameIdentifiers": [{"nameIdentifier": "42256", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Yamazaki, Tomoyuki"}]}, {"nameIdentifiers": [{"nameIdentifier": "42257", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Oshima, Toshiyuki"}]}]}, "item_3_publisher_212": {"attribute_name": "\u51fa\u7248\u8005", "attribute_value_mlt": [{"subitem_publisher": 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