[1]王福建,李方,邓学钧.立交平面线形定端点设计计算方法[J].东南大学学报(自然科学版),1995,25(6):92-97.[doi:10.3969/j.issn.1001-0505.1995.06.017]
 Wang Fujian,Li Fang,et al.Given End Points Design Method for Horizontal Alignment of Interchange[J].Journal of Southeast University (Natural Science Edition),1995,25(6):92-97.[doi:10.3969/j.issn.1001-0505.1995.06.017]
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立交平面线形定端点设计计算方法()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
25
期数:
1995年第6期
页码:
92-97
栏目:
交通运输工程
出版日期:
1995-11-20

文章信息/Info

Title:
Given End Points Design Method for Horizontal Alignment of Interchange
作者:
王福建李方邓学钧
东南大学交通运输工程系
Author(s):
Wang Fujian ;Li Fang; Deng Xuejun
Department of Communication and Transportation Engineering,Southeast University,Nanjing 21 0018
关键词:
互通式立交 边界条件 迭代法
分类号:
U412.35
DOI:
10.3969/j.issn.1001-0505.1995.06.017
摘要:
本文根据立交平面线形设计特点提出了给定线形端点(起、终点)条件下的设计计算方法“BE3算法”,其数学模型简洁统一,不仅包含了“附合导线法”和“模式法”(或类似的回旋线参数A值计算方法,如“线元设计法”等)的优点,且优于这些方法,适用于立交匝道平面线形常用的“圆一分圆”和“缓-圆-缓”两类组合形式,而这两类组合形式几乎包含了设计中所有组合情况。该方法便于交互式设计和软件开发,进一步丰富和发展了公路及立交平面线形设计计算理论和方法。

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更新日期/Last Update: 2013-04-19