Calculation Method of Pushing Force for Multi-span Continuous Rigid Frame Bridge Closure Based on Linear Programming

F. Sun, Miaomiao Fang, Jiaxin Liu
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Abstract

At present, there is a significant shortcomings for solving multi-cross-continuous bridge, and the rigidity: (1) The analysis of the principle of combined mechanics is only applicable to conventional three-cross-continuous frame bridge, and multi-cross-continuous bridge overhead There are many times, it is difficult to seek the analysis; (2) Other methods are repeatedly tried more than the finite element software, with random, difficult to find the optimal solution, and multi-cross-continuous rigid bridge top push must be satisfied Multiple target values and constraints, so that it is difficult to solve the difficulty in solving the trial algorithm.
基于线性规划的多跨连续刚构桥合闸推力计算方法
目前,求解多跨连续梁桥存在着明显的不足,刚性问题:(1)组合力学原理的分析只适用于传统的三跨连续梁桥,而多跨连续梁桥架空次数多,难以求出分析;(2)其他方法均比有限元软件反复尝试多,具有随机性,难以找到最优解,且多跨连续刚性桥顶推必须满足多个目标值和约束条件,从而难以解决尝试算法求解困难的问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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