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《Journal of Shijiazhuang Railway Institute》 1989-01
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General Form of Initial Value Equation for beam--Columns

Luo Wuliang;Fan Wentian Southwest Jiaotong University  
According to the differential equation of the flexural deflections of a beam-column subjected to various loading such as concentrated moment concentrated force and uniformly, triangularly or parabolicly distributed loading, a general form of the initial value equation for the deflection, rota- tion, bending moment and shearing force in any section of the beam-column was developed in this paper. In addition, the formulas of the influence coefficients were worked out.
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