针对实际生产中存在的时间参数不确定性问题,对单机环境下同时考虑模糊加工时间和模糊交货期的成批调度问题进行研究。分别用三角模糊数和梯形模糊数表示模糊加工时间与交货期,分析了最小化总延迟的情况下工件的模糊交货期和模糊加工时...针对实际生产中存在的时间参数不确定性问题,对单机环境下同时考虑模糊加工时间和模糊交货期的成批调度问题进行研究。分别用三角模糊数和梯形模糊数表示模糊加工时间与交货期,分析了最小化总延迟的情况下工件的模糊交货期和模糊加工时间的隶属度函数与决策者对该工件的完工时间满意度的函数关系,以满意度为优化目标,建立模糊数学优化模型。设计BFEDD(Best Fit Earliest Due Date)启发式算法,以及改进的殖民地同化策略(殖民地移动),建立改进的帝国主义竞争算法(IICA,Improved Imperialist Competitive Algorithm)对所研究问题进行求解,最后设计仿真实验验证了算法的有效性。展开更多
Fiber reinforced polymers (FRPs), unlike steel, are corrosion-resistant and therefore are of interest;however, their use is hindered because their brittle shear is formulated in most specifications using limited data ...Fiber reinforced polymers (FRPs), unlike steel, are corrosion-resistant and therefore are of interest;however, their use is hindered because their brittle shear is formulated in most specifications using limited data available at the time. We aimed to predict the shear strength of concrete beams reinforced with FRP bars and without stirrups by compiling a relatively large database of 198 previously published test results (available in appendix). To model shear strength, an artificial neural network was trained by an ensemble of Levenberg-Marquardt and imperialist competitive algorithms. The results suggested superior accuracy of model compared to equations available in specifications and literature.展开更多
文摘针对实际生产中存在的时间参数不确定性问题,对单机环境下同时考虑模糊加工时间和模糊交货期的成批调度问题进行研究。分别用三角模糊数和梯形模糊数表示模糊加工时间与交货期,分析了最小化总延迟的情况下工件的模糊交货期和模糊加工时间的隶属度函数与决策者对该工件的完工时间满意度的函数关系,以满意度为优化目标,建立模糊数学优化模型。设计BFEDD(Best Fit Earliest Due Date)启发式算法,以及改进的殖民地同化策略(殖民地移动),建立改进的帝国主义竞争算法(IICA,Improved Imperialist Competitive Algorithm)对所研究问题进行求解,最后设计仿真实验验证了算法的有效性。
文摘Fiber reinforced polymers (FRPs), unlike steel, are corrosion-resistant and therefore are of interest;however, their use is hindered because their brittle shear is formulated in most specifications using limited data available at the time. We aimed to predict the shear strength of concrete beams reinforced with FRP bars and without stirrups by compiling a relatively large database of 198 previously published test results (available in appendix). To model shear strength, an artificial neural network was trained by an ensemble of Levenberg-Marquardt and imperialist competitive algorithms. The results suggested superior accuracy of model compared to equations available in specifications and literature.
