{"title":"基于随机时变强度的钢筋混凝土桥梁地震风险分析","authors":"Jianmin Wang, Hui Li, Lili Yuan","doi":"10.1109/RSETE.2011.5964583","DOIUrl":null,"url":null,"abstract":"An analysis on the seismic risk assessment of reinforced concrete bridges is made in this paper, which considered the random time-dependent strength both of the concrete and reinforced bars in the design working life. The seismic risk curve of bridges in the design work life is formed under the given design basic acceleration of ground motion. According to the obtained risk curve, it is possible to make forecast on the seismic risk of bridges in the working life under the seismic fortification intensity.","PeriodicalId":6296,"journal":{"name":"2011 International Conference on Remote Sensing, Environment and Transportation Engineering","volume":"47 1","pages":"1556-1559"},"PeriodicalIF":0.0000,"publicationDate":"2011-06-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Seismic risk analysis of reinforced concrete bridges based on the random time-dependent strength\",\"authors\":\"Jianmin Wang, Hui Li, Lili Yuan\",\"doi\":\"10.1109/RSETE.2011.5964583\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"An analysis on the seismic risk assessment of reinforced concrete bridges is made in this paper, which considered the random time-dependent strength both of the concrete and reinforced bars in the design working life. The seismic risk curve of bridges in the design work life is formed under the given design basic acceleration of ground motion. According to the obtained risk curve, it is possible to make forecast on the seismic risk of bridges in the working life under the seismic fortification intensity.\",\"PeriodicalId\":6296,\"journal\":{\"name\":\"2011 International Conference on Remote Sensing, Environment and Transportation Engineering\",\"volume\":\"47 1\",\"pages\":\"1556-1559\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2011-06-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2011 International Conference on Remote Sensing, Environment and Transportation Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/RSETE.2011.5964583\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2011 International Conference on Remote Sensing, Environment and Transportation Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/RSETE.2011.5964583","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Seismic risk analysis of reinforced concrete bridges based on the random time-dependent strength
An analysis on the seismic risk assessment of reinforced concrete bridges is made in this paper, which considered the random time-dependent strength both of the concrete and reinforced bars in the design working life. The seismic risk curve of bridges in the design work life is formed under the given design basic acceleration of ground motion. According to the obtained risk curve, it is possible to make forecast on the seismic risk of bridges in the working life under the seismic fortification intensity.
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