ON THE MATRIX THEORY OF CONTINUOUS BEAMS ON ELASTIC FOUNDATION

HU HAI-CHANG

doi:10.7498/aps.9.183

Abstract
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.
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HU HAI-CHANG

1.
中国科学院数学研究所
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Vol. 9, Issue 3 - 1953-02-05

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ON THE MATRIX THEORY OF CONTINUOUS BEAMS ON ELASTIC FOUNDATION

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