I need to design the foundation for a tower of Wind Energy Plant. I worry about loads taken place by vibrations or oscillations of the crosses, besides loads of wind... Can somebody make recommendations in this respect?
There is some specific guidance on the net and your are right, somehow it is tricky!
Try the DNV Riso Guidelines for Design of Wind Turbine Foundations
Should you need further help do contact me
http://home.eng.iastate.edu/~jdm/engr340-2011/ENGR%20340%20-%20Foundations%203%20-%20Ashlock%20-%20Schaefer.pdf
http://www.geoteknik.lth.se/fileadmin/byggnadsmekanik/publications/tvsm5000/web5173.pdf
http://publications.lib.chalmers.se/records/fulltext/191000/191000.pdf
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