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A Numerical Solution For Beam-Columns On Non-Linear Foundations, Wendelin H. Mueller Iii
A Numerical Solution For Beam-Columns On Non-Linear Foundations, Wendelin H. Mueller Iii
Masters Theses
"A program for Matlock's recursive method, a numerical method which will analyze beams and columns with linearly varying spring supports, was modified to enable the solution of such members supported by non-linear springs. This modification was accomplished by an iterative technique. The final result of this paper is a computer program which can be used to solve beams or columns with non-linear spring supports, giving as output the deflection, slope, moment, shear, net load and curvature of the structure at uniformly spaced locations"--Abstract, page ii.