• Prashant Akaram Patil
• Prof. N. P. phadtare

Cable-stayed bridges have emerged as the dominant structural system for long span bridge crossings during the past thirty years. That success is due to a combination of technical advancements and pleasing aesthetics attributes. The interaction of the various structural components results in an efficient structure which is continuously evolving and providing new methods to increase span lengths. The objective of this thesis is to describe in detail the basic structural behaviour of cables under moving loads cable-stayed bridges, and to present the lack of fit forces of cables during construction stage and under moving load situation

cable-stayed bridge, truss model, incremental loading, sag effect, Ernst equivalent elasticity modulus, pylon, deck, seismic inertia loads, geometric stiffness, slackening.

"Analysis And Design Of cable Suspended Bridge Along With Identify Behaviours Of Cables During Moving Loads", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 9, page no.1185-1188, September-2020, Available :http://www.jetir.org/papers/JETIR2009162.pdf

"Analysis And Design Of cable Suspended Bridge Along With Identify Behaviours Of Cables During Moving Loads", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 9, page no. pp1185-1188, September-2020, Available at : http://www.jetir.org/papers/JETIR2009162.pdf