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- W792887941 abstract "This paper presents a method for the calculation of horizontal influence coefficient of vertical load and torsional moment load for ribbed curve bridges in any radius and stiffness parameters. The ribbed curve-beam bridges are considered as curved perpendicular thin slabs with different characteristics. Finite difference form of the slabs are deduced according to the deflection curve and internal force formula, and the form is corrected by using 15 different edge conditions. Influence surface of the deflection moment, torsional moment and shear force in any point of the bridge can be calculated by using the element difference equation." @default.
- W792887941 created "2016-06-24" @default.
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- W792887941 date "1996-06-01" @default.
- W792887941 modified "2023-09-27" @default.
- W792887941 title "METHOD FOR THE CALCULATION OF LOAD HORIZONTAL INFLUENCE COEFFICIENT OF CURVE BEAM RIBBED BRIDGE" @default.
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