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Optimizing Railroad Bridge Networks Management Using Mixed Integer Linear Programming and Genetic Algorithm

机译:混合整数线性规划和遗传算法优化铁路桥网管理

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Railroad management entities in the U.S. are developing new tools to improve the management of railroad bridge networks, in order to comply with new federal regulations on bridge safety and to increase their profitability. Decisions about maintenance, repair, and replacement (MRR) actions are currently prioritized by rating the bridges based on structural inspections and predictions about the estimated costs of operations. This study proposes a framework for the management of railroad bridge networks that: (1) utilizes a consequence-based management approach that considers relationships between displacements, serviceability levels and bridge MRR decisions; and (2) minimizes the expected value of total network costs by determining the best MRR decisions based on an annual MRR budget. Through this study, two different optimization methods are explored in two different scenarios: (Ⅰ) mixed integer linear programming (MILP) when the impact of bridge location on costs is insignificant resulting in linear objective function and constraints; and (Ⅱ) genetic algorithm (GA) when the impact of bridge location on costs is significant resulting in nonlinear objective function and constraints. A case study of a network comprised of 100 railroad bridges is used to demonstrate the proposed framework. The results show that scenario Ⅰ leads the optimum MRR decision to replace more bridges. On the other hand, scenario Ⅱ leads the optimum MRR decision to more repair or maintain groups of bridges which are closer to each other.
机译:美国的铁路管理实体正在开发新的工具,以改善铁路桥梁网络的管理,以便遵守有关桥梁安全的新联邦法规,并提高其盈利能力。当前,通过根据结构检查和有关估计运营成本的预测对桥梁进行评级,从而优先考虑有关维护,修理和更换(MRR)行动的决策。这项研究提出了一个铁路桥梁网络管理的框架,该框架:(1)利用基于结果的管理方法,考虑位移,可服务水平和桥梁MRR决策之间的关系; (2)通过根据年度MRR预算确定最佳MRR决策,使总网络成本的预期值最小化。通过这项研究,在两种不同的情况下探索了两种不同的优化方法:(Ⅰ)当桥梁位置对成本的影响不明显而导致线性目标函数和约束时的混合整数线性规划(MILP); (Ⅱ)遗传算法(GA),当桥梁位置对成本的影响很大时,会导致非线性目标函数和约束。以一个由100个铁路桥梁组成的网络为例,用于说明所提出的框架。结果表明,方案Ⅰ导致了最优的MRR决策,以取代更多的桥梁。另一方面,方案Ⅱ导致了最佳MRR决策,以更多地修复或维护彼此更接近的桥组。

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