Abstract
It is proved that if the well-known stress ratio method is applied to a “perturbed” stress-constrained minimum weight problem for truss structures, then the generated sequence of iteration points always converges to a global optimum.
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
