I am a structural engineer and I am assigned to help petroleum engineers set up these tall slender units in a zone of high seismicity and high speed winds.
Curious I am on the following:
1) Limit drift under wind and seismic loading, say service level
2)Any stricter requirements on vortex induced vibrations?
Curious I am on the following:
1) Limit drift under wind and seismic loading, say service level
2)Any stricter requirements on vortex induced vibrations?
