At the same time based on structural optimization design method,a quadratic programming model of the x-style arch bridge's cable force optimization was established. And according to different optimization aims and constraint conditions, corresponding optimization results of cable force were obtained.
本文以成渝高速公路内江新龙坳提篮拱桥的吊杆更换工程为背景,重点介绍了提篮拱桥吊杆更换的施工方法和工艺流程,并介绍了施工控制的目的、内容和方法,同时利用结构优化设计原理,建立了提篮拱桥吊杆索力优化的二次规划模型,并根据不同的优化目标和约束条件得出了相应吊杆索力优化结果。
参考来源 - 提篮拱桥吊杆更换研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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