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Modified Suspender Force Calculation Method of Suspension Bridge

机译:修正的悬索桥吊力计算方法

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Through the mechanical analysis of the suspenders of suspension bridge , the suspender is assumed to be a tensional beam pined at one end and elastically supported at the other end, basing on which the vibration shape function for axial tension beam is established and corresponding formulas to calculate the cable force are obtained. The relationship between the elastic support stiffness and the transverse difference between two ends is obtained according to numerous analyses on a suspension bridge. The suspender forces of Qingcaobei Yangtze River Bridge are respectively calculated using traditional method and the method in this paper. Comparisons between two calculation results are then conducted which proves that the method in this paper can meet the precision of suspenders with different lengths, especially to the short suspenders, whose calculation deviation can be controlled in the engineering allowance.
机译:通过对悬索桥吊杆的力学分析,假设吊杆为一端张拉的梁,另一端为弹性梁,并以此为基础建立了轴向张拉梁的振动形状函数,并计算了相应的公式。获得缆索力。根据对悬索桥的大量分析,得出了弹性支撑刚度与两端之间的横向差之间的关系。本文采用传统方法和方法分别计算了青草北长江大桥的悬吊力。然后对两个计算结果进行了比较,证明了本文方法可以满足不同长度吊架的精度要求,特别是短吊架,其计算偏差可以在工程允许范围内控制。

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