Behavior of Asymmetric Cable Stayed Bridge for Long Span
Joseph Vianny X1, Vimala S2, Swathini S3

1Joseph Vianny X*, PG II-year student, Department of civil Engineering, PSNA College of Engineering & Technology, Dindigul, India.
2Vimala S, Professor, Department of civil Engineering, PSNA College of Engineering & Technology, Dindigul, India.
3Swathini S, Assistant Professor, Department of civil Engineering, PSNA College of Engineering & Technology, Dindigul, India.
Manuscript received on April 20, 2020. | Revised Manuscript received on April 30, 2020. | Manuscript published on May 10, 2020. | PP: 600-605 | Volume-9 Issue-7, May 2020. | Retrieval Number: G5437059720/2020©BEIESP | DOI: 10.35940/ijitee.G5437.059720
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: In the recent years cable stayed bridges have received more attention than any other bridges. As one of the most competitive bridge in modern times, the cable stayed bridge is ideally suitable for long span. Asymmetric cable stayed bridges are the upgrade of conventional cable stayed bridges. Analytical investigation is an important in the study of asymmetric cable stayed bridge. The response of the bridge deck under moving traffic load is very important in the analysis process. Even the slightest deflection may result in the collapse of the bridge structure. Recent reports states that the cable stayed bridges are subjected to wave like vibrations when subjected to moving loads. So the bridge must be analyzed in such a way that its deflections are well under the permissible limits. The parameters like displacements, shear forces, bending moments and percentage of reinforcements were studied in long span asymmetric cable stayed bridge. The asymmetric cable bridge was modeled using SAP2000 software. 
Keywords:  Bending moments, Displacements, Long span asymmetric Cable Bridge, Moving loads, Shear forces, SAP 2000.
Scope of the Article: Civil Engineering