Does anyone have an example of how to use Newmark method for buckling?
Does anyone have an example of how to use Newmark method for buckling?
(OP)
I need a step by step example of how to use Newmark's method, also does anyone have a copy of this paper?
Newmark, N.M. - "Numerical Procedures for Computing Deflections, Moments and Buckling Loads", Transactions ASCE, Vol. 108, 1943
Newmark, N.M. - "Numerical Procedures for Computing Deflections, Moments and Buckling Loads", Transactions ASCE, Vol. 108, 1943





