期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2017
卷号：6
期号：8
页码：16072
DOI：10.15680/IJIRSET.2017.0608049
出版社：S&S Publications
摘要：I-girders have gained wide acceptance in freeway and bridge system due to their structural efficiency,better stability, serviceability, economy of construction and pleasing aesthetics. This paper deals with the comparativeanalysis of single span RCC Girder Bridge under IRC loadings and PSC Girder Bridge under IRS loadings. Analysishas been performed using MIDAS Civil software and STAAD-Pro software. Behaviour of Girder Bridge is discussedthrough the results obtained from analysis. This study further describes the percentage variation of bending momentand shear force from analysis results.
