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：2015
卷号：4
期号：9
页码：8530
DOI：10.15680/IJIRSET.2015.0409076
出版社：S&S Publications
摘要：This study deals with the computational analysis of cable stayed bridge, suspension bridge and two typesof composite type bridge. It also introduces a new composite bridge model where the long span deck is supported bystay cables and suspension cables at different portions along the whole longitudinal section of span. It includescomparative studies among these bridges. The Quincy Bayview Bridge located in Illinois, USA is taken as a referencefor cable stayed bridge model. The geometries of these three bridges are same besides of some necessary structuralcomponents i.e. stay cables, suspension cables and hangers. For the comparison of these bridge models structuralsymmetries are considered. Static and dynamic effects of loads are taken into consideration for the analysis of thesebridges. Analysis has been performed with the help of MIDAS CIVIL Software. Results indicate the changes come inperformance and response of various members of bridge due to the change in hanging fashion of superstructure
