Application of Improved Genetic Algorithm in Prestressed Aqueduct Structural Optimal Design

摘要：

Design of prestressed concrete aqueduct is involved in multidimensional variables non-linear optimal problem, although there are many traditional optimization methods. However, more or less disadvantages of these traditional methods affect optimization results. As a result, a new method of Improved Genetic Algorithm which have better search capability and global optimization is applied in Xinjiang Nilka prestressed concrete aqueduct design. The result shows that the improved algorithm is feasible and effective, which provides references to similar projects design in the future.

关键词： improved genetic algorithm three-dimensional prestress rectangle aqueduct structural optimal

作者: Wei YAO Ping HUANG Hui PENG

作者单位: College of Civil Engineering & Architecture,China Three Gorges University, Yichang 443002,China

会议类型: 国际会议

会议名称: The 2010 International Conference on Computer Application and System Modeling(2010计算机应用与系统建模国际会议 ICCASM 2010)

会议地点: 太原

会议语种:英文

页码: 22-25

在线出版日期: 2010-10-22（万方平台首次上网日期，不代表论文的发表时间）