Abstract
Cable stayed bridge (CSB) is the center of attraction among all bridges due to aesthetic appearance and structural integrity. Earlier CSB used only for pedestrian and vehicular loads but with time passes it uses more intended towards mass transportation. When a bridge is designed to serve such heavy and rapid load; it should be analyzed for such load intensity. The question is how this high-speed rail load should be applied? The trainload is applied to bridge structure by different approaches by different researchers. In this article, a state of art for high-speed train load applications is discussed.
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