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1)  intersection stop sight distance
交叉口停车视距
1.
Sensitivity of various random variables of reliability index which affect intersection stop sight distance reliability was examined.
通过可靠指标来分析平面全无控制交叉口停车视距设计,并与目前公路技术标准进行比较。
2)  intersection sight distance
交叉口视距
1.
The existing models for formulas for intersection sight distance both in codes of AASHOTO and our country are assumed to be only suitable for at-grade intersections and it would result in big error in many practical cases where complex alignment combinations exist(for example,vertical curves(crest or sag) and horizontal curves overlap at intersections).
AASHTO和我国城市道路设计规范CJJ 37-90推荐的交叉口视距公式所采用的模型为简单的平面交叉(假设为水平相交),而在实际工程设计中存在一些线形特征较为复杂的平纵线形组合的交叉口,若直接运用规范中的视距检验公式进行安全审核将产生很大误差。
3)  multiway stop of intersection
交叉口多路停车
4)  stop-controlled intersection
停车管制交叉口
5)  sto light area
停车区域(交叉口)
6)  stopping sight distance
停车视距
1.
In view of the respective defects of existing manual and automatic operating devices of external vehicle lamps,the headlamp dimmer controlled combinatively by manual & automatic complementary according to multi-information such as ambient sight distance,low-beam illuminated distance,stopping sight distance,braking,overtake,etc.
针对现有外部车灯手动和自动操控装置存在的诸多不足,研制了根据前景视距、近光照距、停车视距、制动和超车等多种信息进行综合控制的手动和自动互补式前照灯变光器。
2.
The results indicate that the minimum radius of horizontal curve in the Chinese Specification can t meet the needs of stopping sight distance in curve tunnel.
通过对汽车前灯散射角、隧道标准断面以及驾驶人在隧道中驾驶规律的研究,并考虑汽车左转与右转行驶的不同特点,计算出了不同设计速度下满足山区高速公路隧道内螺旋展线停车视距的圆曲线最小半径。
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