ON THE CALCULATION OF THE INFLUENCE COEFFICIENTS OF DEFLECTION AND BENDING MOMENT OF ORTHOTROPIC PARALLELOGRAM PLATE AND ITS APPLICATION TO THE ANALYSIS OF MODEL SKEW GRILLAGE BRIDGE

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  • 直交異方性平行四辺形板のタワミ・曲げモーメントの影響係数の計算および, 斜格子桁模型実験への応用

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The influence coefficients of bending moment and deflection of the orthotropic parallelogram plate were calculated by applying the skew network difference equation method and also by the use of digital computers UNIVAC-120 and BENDIX G-15 D, and the result of calculation were given by tables. The results of experimental research of the model of skew grillage girder bridge were analyzed by applying the above tables and good agreement was botained.

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