Abstract
Stability of columns on Winkler type elastic foundations subjected to stationary forces (conservative or non-conservative) is studied. Various cases are discussed and a theorem on the influence of the foundation on the critical load is derived.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
