{"title":"刚构桥施工应力影响因素的灰色关联分析研究","authors":"T. Hao, X. Xie, Xide Zhang","doi":"10.1109/MACE.2011.5987739","DOIUrl":null,"url":null,"abstract":"Influencing factors on magnitude of concrete stress during the construction course of rigid frame bridge are introduced, factors' contribution quantity on stress is ascertained through grey correlation analysis, which should be prevented overrun of stresses in order to avoid crack or crush of concrete, Validity of grey correlation analysis is confirmed during stress change trend analyses of one rigid frame bridge construction supervision.","PeriodicalId":6400,"journal":{"name":"2011 Second International Conference on Mechanic Automation and Control Engineering","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2011-07-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study of grey correlation analysis on rigid frame bridge construction stress influencing factors\",\"authors\":\"T. Hao, X. Xie, Xide Zhang\",\"doi\":\"10.1109/MACE.2011.5987739\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Influencing factors on magnitude of concrete stress during the construction course of rigid frame bridge are introduced, factors' contribution quantity on stress is ascertained through grey correlation analysis, which should be prevented overrun of stresses in order to avoid crack or crush of concrete, Validity of grey correlation analysis is confirmed during stress change trend analyses of one rigid frame bridge construction supervision.\",\"PeriodicalId\":6400,\"journal\":{\"name\":\"2011 Second International Conference on Mechanic Automation and Control Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2011-07-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2011 Second International Conference on Mechanic Automation and Control Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/MACE.2011.5987739\",\"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 Second International Conference on Mechanic Automation and Control Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/MACE.2011.5987739","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Study of grey correlation analysis on rigid frame bridge construction stress influencing factors
Influencing factors on magnitude of concrete stress during the construction course of rigid frame bridge are introduced, factors' contribution quantity on stress is ascertained through grey correlation analysis, which should be prevented overrun of stresses in order to avoid crack or crush of concrete, Validity of grey correlation analysis is confirmed during stress change trend analyses of one rigid frame bridge construction supervision.