• Rinki Verma
• Prof. Vinay Kumar Singh

In modern days cable–stayed bridge uses are expanding because of their highly appreciable appearance, economic and significantly utilized structural material. The Major components of the cable-stayed bridge are the cables, deck, and pylons (tower) and foundation. The cables support deck and load is transferred from cable to the pylon and from pylon to the foundation. The cables are in tension while pylons are in compression. For the analysis CSI Bridge software was used. Present research focuses on the behavior of the cable-stayed bridge for earthquake load and traffic load in seismic zone IV with hard soil condition. The maximum displacement, bending moment, shear force, axial force will occur at the center of main span at 156 m on the bridge deck in case when the combined load action (vehicular and earthquake). These parameters are discussed in this research paper. The axial forces developed in cables and displacement in pylon was also checked

Cable - Stayed Bridges, response spectrum analysis, Traffic Loading.

"STRUCTURAL BEHAVIOUR OF CABLE-STAYED BRIDGE UNDER VEHICULAR AND SEISMIC LOADS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.155-162, May - 2019, Available :http://www.jetir.org/papers/JETIRCN06028.pdf

"STRUCTURAL BEHAVIOUR OF CABLE-STAYED BRIDGE UNDER VEHICULAR AND SEISMIC LOADS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp155-162, May - 2019, Available at : http://www.jetir.org/papers/JETIRCN06028.pdf