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公路卵形曲线任意点坐标和切线方位角的计算方法
引用本文:张玲玲,张志伟.公路卵形曲线任意点坐标和切线方位角的计算方法[J].兰州铁道学院学报,2007,26(1):86-88.
作者姓名:张玲玲  张志伟
作者单位:兰州交通大学土木工程学院 甘肃兰州730070(张玲玲),中铁十三局集团第五工程有限公司 吉林长春130033(张志伟)
摘    要:针对公路卵形曲线段上任意点坐标和过该点的切线方位角的计算、测设问题,结合工程实例,将卵形曲线转化为完整缓和曲线的一部分,进而推导了简洁、实用、易懂的计算公式.此种计算公式在应用计算机编程计算方面也比较实用.

关 键 词:卵形曲线  缓和曲线  坐标
文章编号:1001-4373(2007)01-0086-03
修稿时间:2006-07-20

Computing Method of Coordinate and Tangent Orientation Angle of Arbitrary Points on Highway Oval Curve
Zhang Lingling,Zhang Zhiwei.Computing Method of Coordinate and Tangent Orientation Angle of Arbitrary Points on Highway Oval Curve[J].Journal of Lanzhou Railway University,2007,26(1):86-88.
Authors:Zhang Lingling  Zhang Zhiwei
Institution:1. School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China; 2. The Fifth Engineering Limited Company,China Railway 13th Bureau Group,Changehun 130033,China
Abstract:It is difficult and complex to survey and calculate the coordinate and tangent orientation angle of arbitrary points on highway oval curve.Contacting with the engineering example,this text translates the oval curve to part of the transition curve and derivates the simple and applied computing expressions to solve this question consequently.The computing expressions can be also used in the computer programme.
Keywords:oval curve  transition curve  coordinate  
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