ON THE MATRIX THEORY OF CONTINUOUS BEAMS ON ELASTIC FOUNDATION
弹性基礎上的连续樑的矩阵理论

In this paper, we employ the theory of matrices and continued fractions for the solution of the bending problem of continuous beams on elastic foundation with unyielding supports. End moments are obtained in explicit expressions. Accurate numerical results may be calculated from these expressions directly without salving simultaneous equations.