期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
A Method to Obtain the Moving Speed of Uncooperative Target Based on Only Two Measurements
1
作者 Tao Yu 《Advances in Aerospace Science and Technology》 2024年第1期1-9,共9页
The existing research results show that a fixed single station must conduct three consecutive frequency shift measurements and obtain the target’s moving speed by constructing two frequency difference equations. This... The existing research results show that a fixed single station must conduct three consecutive frequency shift measurements and obtain the target’s moving speed by constructing two frequency difference equations. This article proposes a new method that requires only two consecutive measurements. While using the azimuth measurement to obtain the angular difference between two radial distances, it also conducts two consecutive Doppler frequency shift measurements at the same target azimuth. On the basis of this measurement, a frequency difference equation is first constructed and solved jointly with the Doppler frequency shift equation. By eliminating the velocity variable and using the measured angular difference to obtain the target’s lead angle, the target’s velocity can be solved by using the Doppler frequency shift equation again. The new method avoids the condition that the target must move equidistantly, which not only provides an achievable method for engineering applications but also lays a good foundation for further exploring the use of steady-state signals to achieve passive positioning. 展开更多
关键词 Moving Speed Non-Cooperative Target Doppler frequency Shift frequency difference equation AZIMUTH Steady-State Signal Passive Location
下载PDF
非对称边缘率标线对弯道驾驶人横向位置调整的影响机理 被引量:4
2
作者 刘兵 朱顺应 +2 位作者 王红 夏晶 裴庆红 《中国公路学报》 EI CAS CSCD 北大核心 2015年第2期104-111,共8页
为了揭示非对称边缘率标线对弯道驾驶人横向位置调整的影响机理,在高速公路弯道上开展路上试验,分别布设2种不同的非对称边缘率标线,采集了断面车速、车头时距及左右车轮在车道的横向位置等数据,运用结构方程模型研究了影响路径。结果表... 为了揭示非对称边缘率标线对弯道驾驶人横向位置调整的影响机理,在高速公路弯道上开展路上试验,分别布设2种不同的非对称边缘率标线,采集了断面车速、车头时距及左右车轮在车道的横向位置等数据,运用结构方程模型研究了影响路径。结果表明:驾驶人偏离感知速度大的一侧,标准路径系数为-0.46;驾驶人通过降低车速来减小内外侧感知速度差异,内外侧感知速度差异越大,减速幅度越大,越偏向曲线内侧,标准路径系数为0.08;两侧感知速度差异增大能提高驾驶人弯道车速危险性感知,使驾驶人降低车速进而影响车辆横向位置,标准路径系数为0.03;边缘率标线通过增大驾驶人感知速度间接影响车辆横向位置,标准路径系数为0.14;距离内外侧标线距离的标准路径系数分别为0.26和-0.28。各路径影响效果合成后,驾驶人整体上偏离速度感知大的一侧。 展开更多
关键词 交通工程 弯道 路上试验 横向位置 时间频率差值 车速 结构方程模型
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部