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Optimization of Lifting Points of Large-Span Steel Structure Based on Evolutionary Programming

机译:基于进化规划的大跨度钢结构吊点优化

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摘要

To design the lifting points of large-span steel structure when the various compatibility equations are undefined in the lifting process, the programs based on improved evolutionary programming are developed by MATLAB. Lifting points design is to determine the comprehensive optimal strategy on number and distribution of lifting points, among which the minimum strain energy theory is mentioned and the secondary development technology of ANSYS-APDL is used. The performance and efficiency of the algorithms in different optimization ideas (hiberarchy optimization and synchronic optimization) and methods (the particle swarm optimization and evolutionary programming) are compared, the results indicate that the improved evolutionary programming method based on synchronic optimization idea is satisfactory and provides a new but more effective method.
机译:为了设计大跨度钢结构在举升过程中未定义各种相容性方程时的举升点,通过MATLAB开发了基于改进进化规划的程序。吊点设计是确定吊点数量和分布的综合优化策略,其中提出了最小应变能理论,并采用了ANSYS-APDL的二次开发技术。比较了不同优化思想(层次优化和同步优化)和方法(粒子群优化和进化规划)算法的性能和效率,结果表明,基于同步优化思想的改进进化规划方法是令人满意的,并提供了一种新的但更有效的方法。

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