S. Fujikura, Y. Sakakibara, M. H. Nguyen, A. Nakajima, Kentaro Takahashi, T. Sasaki
{"title":"山区弯桥上部结构的抗震性能","authors":"S. Fujikura, Y. Sakakibara, M. H. Nguyen, A. Nakajima, Kentaro Takahashi, T. Sasaki","doi":"10.2208/jscejseee.75.i_579","DOIUrl":null,"url":null,"abstract":"deck-abutment pounding interaction to simulate the behavior of the curved bridge. The analytical results showed that the curved bridge superstructure tended to rotate horizontally, as compared to the straight bridge, due to the deck-abutment pounding.","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"7 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"SEISMIC BEHAVIOR OF CURVED BRIDGE SUPERSTRUCTURE LOCATED IN MOUNTAIN AREA\",\"authors\":\"S. Fujikura, Y. Sakakibara, M. H. Nguyen, A. Nakajima, Kentaro Takahashi, T. Sasaki\",\"doi\":\"10.2208/jscejseee.75.i_579\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"deck-abutment pounding interaction to simulate the behavior of the curved bridge. The analytical results showed that the curved bridge superstructure tended to rotate horizontally, as compared to the straight bridge, due to the deck-abutment pounding.\",\"PeriodicalId\":303487,\"journal\":{\"name\":\"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))\",\"volume\":\"7 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1900-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.2208/jscejseee.75.i_579\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2208/jscejseee.75.i_579","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
SEISMIC BEHAVIOR OF CURVED BRIDGE SUPERSTRUCTURE LOCATED IN MOUNTAIN AREA
deck-abutment pounding interaction to simulate the behavior of the curved bridge. The analytical results showed that the curved bridge superstructure tended to rotate horizontally, as compared to the straight bridge, due to the deck-abutment pounding.