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Volume 12 Issue 07
July 2026
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Author(s)
Beshakrao Aishwarya Bhaskar Prof.V.S.Shingade
Abstract
This Paper Discusses The Nonlinear Analysis Of Cable Strayed Bridge Using Time History. In This Paper Dynamic Behavior Of Cable Stayed Bridge With Different Structural Configuration With Seismic Loading Was Studied. New Correlation For EDR (Earthquake Dis
Keywords
Cable Stayed Bridge
Time History
SAP 2000.
Paper ID
IJSARTV7I850536
Publication Date
August 20, 2021
Research Area
Civil Engineering