北京交通大学学报2012，Vol.36Issue(1)：73-76,4.
跨座式单轨交通应急梁超高设置及限速研究
Superelevation setting and speed limit research of monorail transit emergency track beam
摘要
Abstract
This study focuses on the superelevation adjustment of monorail transit emergency track beam. Before determining the mode of the superelevation adjustment, first of all, the straddle monorail transit original PC track beam superelevation setting rules were analyzed and summarized. Then according to the original PC track beam superelevation setting rules, emergency track beam superelevation adjusting range and setting mode were identified. Finally, from the influence of departure superelevation changing rate on the driving comfort, the mode of superelevation adjusting rationality was investigated, and driving control speed of emergency track beam was recommended.关键词
跨座式单轨交通/应急轨道梁/超高/超高变化率/行车舒适性Key words
straddle monorail transit/ emergency track beam/ superelevation/ superelevation changing rate/ traffic convenience分类
交通工程引用本文复制引用
郭峰,朱尔玉,仲建华..跨座式单轨交通应急梁超高设置及限速研究[J].北京交通大学学报,2012,36(1):73-76,4.基金项目
国家自然科学基金资助项目(51078025) （51078025）
