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A new car-following model considering driver's individual anticipation behavior 期刊论文
2015, 卷号: 82, 页码: 1293-1302
作者:  Kang Yi-Rong[1,2];  Sun Di-Hua[1,2];  Yang Shu-Hong[3]
收藏  |  浏览/下载:5/0  |  提交时间:2019/11/28
Analysis of two-lane lattice hydrodynamic model with consideration of drivers' characteristics 期刊论文
2015, 卷号: 422, 页码: 16-24
作者:  Zhang, Geng[1,2];  Sun, Di-hua[1,2];  Liu, Wei-ning[1,3];  Zhao, Min[1,2];  Cheng, Sen-lin[1,2]
收藏  |  浏览/下载:2/0  |  提交时间:2019/11/28
Analysis of anticipation driving effect in traffic lattice hydrodynamic model with on-ramp 期刊论文
2015, 卷号: 81, 页码: 907-916
作者:  Sun, Di-Hua[1,2];  Zhang, Geng[1,2];  Liu, Wei-Ning[1,3];  Zhao, Min[1,2];  Cheng, Sen-Lin[1,2]
收藏  |  浏览/下载:3/0  |  提交时间:2019/11/28
Analysis of average density difference effect in a new two-lane lattice model 期刊论文
2015, 卷号: 26
作者:  Zhang, Geng[1,2];  Sun, Di-Hua[1,2];  Zhao, Min[1];  Liu, Wei-Ning[2,3];  Cheng, Sen-Lin[1]
收藏  |  浏览/下载:2/0  |  提交时间:2019/11/28
A New Macro Model Considering the Average Speed of Preceding Vehicles Group in CPS Environment 期刊论文
2015, 卷号: 2015
作者:  Kang, Yi-rong[1,2];  Sun, Di-hua[1,2];  Yang, Shu-hong[3]
收藏  |  浏览/下载:3/0  |  提交时间:2019/11/28
Traffic stability of a car-following model considering driver's desired velocity 期刊论文
2015, 卷号: 29
作者:  Zhang, Geng[1,2];  Sun, Di-Hua[1,2];  Liu, Wei-Ning[1,3];  Liu, Hui[1,2]
收藏  |  浏览/下载:4/0  |  提交时间:2019/11/28
Study on crash influencing factors at expressway merge segments 期刊论文
2015, 卷号: 28, 页码: 98-105
作者:  Wu, Yong[1,2];  Sun, Di-Hua[1];  Li, Rui[3];  Liu, Xin-Rong[4];  Liang, Nai-Xing[5]
收藏  |  浏览/下载:7/0  |  提交时间:2019/11/29
Analysis of a new two-lane lattice hydrodynamic model with consideration of the global average flux 期刊论文
2015, 卷号: 81, 页码: 1623-1633
作者:  Zhang, Geng[1,2];  Sun, Di-Hua[1,2];  Liu, Wei-Ning[1,3]
收藏  |  浏览/下载:2/0  |  提交时间:2019/11/30
Analysis of evolution mechanism of traffic energy dissipation by considering driver's forecast effect 期刊论文
2015, 卷号: 64
作者:  Sun Di-Hua[1,2];  Kang Yi-Rong[1,2];  Li Hua-Min[2]
收藏  |  浏览/下载:2/0  |  提交时间:2019/11/30


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