复合预应力混凝土铁路桥梁的长期性能:第一部分——试验

{"title":"复合预应力混凝土铁路桥梁的长期性能:第一部分——试验","authors":"J. Chern, Younger Wu","doi":"10.14359/1320","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":375519,"journal":{"name":"\"SP-129: Computer Analysis of Effects of Creep, Shrinkage, and Temperature Changes on Concrete Structures\"","volume":"94 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1991-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Long-Term Behavior of a Composite Prestressed Concrete Railway Bridge: Part I--Experiment\",\"authors\":\"J. Chern, Younger Wu\",\"doi\":\"10.14359/1320\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":375519,\"journal\":{\"name\":\"\\\"SP-129: Computer Analysis of Effects of Creep, Shrinkage, and Temperature Changes on Concrete Structures\\\"\",\"volume\":\"94 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1991-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"\\\"SP-129: Computer Analysis of Effects of Creep, Shrinkage, and Temperature Changes on Concrete Structures\\\"\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14359/1320\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"\"SP-129: Computer Analysis of Effects of Creep, Shrinkage, and Temperature Changes on Concrete Structures\"","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/1320","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}