DYNAMICS OF BANDRA WORLI SEA LINK BRIDGE
Objective:
To study the modes of vibration of a real-life bridge – Bandra Worli Sea Link Bridge.
DISCLAIMER: The Simulation covered in this experiment is based on the geometrical and material parameters of the Bandra- Worli Sea Link Bridge. The FENITE ELEMENT MODEL is highly idealizised and not updated on the actual bridge. The structural dynamics aspects covered are thus idealized and may not be representative of the actual bridge,where site condition matter a lot. Also, the term and condtion of General Disclaimer hold good
Select Mode Shapes:
Click on the mode shape to view:
MODE SHAPES
( Frequency Range Between 1 to 250 kHz )
*Enter The First Frequency (in kHz) :
*Enter The Second Frequency (in kHz) :
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( Frequency Range Between 1 to 250 kHz )
*Enter The First Frequency (in kHz) :
*Enter The Second Frequency (in kHz) :
*( Frequency Range Between 1 to 250 kHz )
*Enter The First Frequency (in kHz) :
*Enter The Second Frequency (in kHz) :
*( Frequency Range Between 1 to 250 kHz )
*Enter The First Frequency (in kHz) :
*Enter The Second Frequency (in kHz) :
*