摘要
本文探讨在既有线改建中无控制点或有控制点不等长缓和曲线及曲线半径的优化方法。推荐了精度较高的不等长缓和曲线理论半径计算式。对提供初值和优化过程中控制点的相对浮动问题提出解决办法。
The optimization of unequal length easement curve with or withoutcontrolling points in reconstructing existing railroads is discussed.A theoretical equation of radius for unequal length easement curvewith higher accuracy is proposed. Methods for providing the initialvalue and resolving the problem of relative deviation of control-ling points in the process of optimization are recommended.
出处
《西南交通大学学报》
EI
CSCD
北大核心
1990年第3期53-60,共8页
Journal of Southwest Jiaotong University
