I am a bit confused about the difference between the following:
-I know there is a deformation method for the analysis of indeterminate trusses.
-I also know that there are force methods for same...
-Is there a force-displacement method separate and distinct from the above two? I have not seen...
I just went back to grad school to study structural engineering after 15 years of being a civil construction/maintenance engineer! Can any one out there lead me to where I can find any materials that specifically address the analysis of masts and towers using FEA?
Best Regards,
John Audu
Nigeria