Hi Pipers,
I have a bridge connection between a jacket and a platform. Due to wave crest and trough the maximum deflection in the jacket and platform is 500mm on either side.I have 6 inch line on the bridge.
1.How can one analyse the impact of the structural deflection on the piping?
2.How to absorb this deflection and how to input in Caeser?
Regards
Piper78