In-depth understanding of lane changing interactions for in-vehicle driving assistance systems

Lane-changing events are often related with safety concern and traffic operational efficiency due to complex interactions with neighboring vehicles. In particular, lane changes in stop-and-go traffic conditions are of keen interest because these events lead to higher risk of crash occurrence caused by more frequent and abrupt vehicle acceleration and deceleration. From these perspectives, in-depth understanding of lane changes would be of keen interest in developing in-vehicle driving assistance systems. The purpose of this study is to analyze vehicle interactions using vehicle trajectories and to identify factors affecting lane changes with stop-and-go traffic conditions. This study used vehicle trajectory data obtained from a segment of the US-101 freeway in Southern California, as a part of the Next Generation Simulation (NGSIM) project. Vehicle trajectories were divided into two groups; with stop-and-go and without stop-and-go traffic conditions. Binary logistic regression (BLR), a well-known technique for dealing with the binary choice condition, was adopted to establish lane-changing decision models. Regarding lane changes without stop-and-go traffic conditions, it was identified based on the odd ratio investigation that he subject vehicle driver is more likely to pay attention to the movement of vehicles ahead, regardless of vehicle positions such as current and target lanes. On the other hand, the subject vehicle driver in stop-and-go traffic conditions is more likely to be affected by vehicles traveling on the target lane when deciding lane changes. The two BLR models are adequate for lane-changing decisions in normal and stop-and-go traffic conditions with about 80 % accuracy. A possible reason for this finding is that the subject vehicle driver has a tendency to pay greater attention to avoiding sideswipe or rear-end collision with vehicles on the target lane. These findings are expected to be used for better understanding of driver’s lane changing behavior associated with congested stop-and-go traffic conditions, and give valuable insights in developing algorithms to process sensor data in designing safer lateral maneuvering assistance systems, which include, for example, blind spot detection systems (BSDS) and lane keeping assistance systems (LKAS).     

Static Load Test of Low Vibration Track under Heavy Haul TrainEI北大核心

Research purposes: Low vibration track is a suitable track structure in the heavy haul railway long tunnel. Taking the low vibration track in the middle-south channel tunnel as the research object, through the full-scale model static load test, this paper studies the mechanical properties of a single bearing block under the vertical load at the end of the track bed slab (working condition 1), the horizontal and vertical load at the end of the track bed slab (working condition 2), the vertical load at the middle of the track bed slab (working condition 3) and track's crack development trend. Research conclusions:(1) Taking the static load of 30 t axle load train as a reference, the track slab and bearing block concrete of working condition 1 reach the axial tensile strength at 3.3 and 3.1 times static wheel load, the track slab and bearing block concrete of working condition 2 reach the axial tensile strength at 3.0 and 3.1 times static wheel load, the track slab and bearing block concrete of working condition 3 reach the axial tensile strength at 4.9 and 2.9 times static wheel load. (2) Track slab's crack of working condition 1 appears at the corner of the bearing block and the midline of the long side of the bearing block and extends to the short side of the track slab. The crack extension at the corner point is in the shape of "eight". There is no obvious crack of working condition 3 in the track slab. (3) The horizontal load of the train leads to the increase of the force of the concrete in the corner of the bearing block. (4)The research results have guiding significance for the design, construction and maintenance of low vibration track. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved.     

Impact Analysis of the Reduction Effect for Reducing Joint Position of Stick-slip Fault TunnelEI北大核心

Research purposes: Based on an engineering of traffic tunnel, anti-breaking model experiment of large-scale 1 :30 is carried out under fault dislocation. Reduction effect of three working conditions(working condition A of no reducing joint, B of staggered setting of reducing joint and dislocation surface, C of reducing joint set at dislocation position) is comparatively analyzed by analysis of contact pressure, lining strain and lining stress. The optimal location of reduction joint is explored. Research conclusions:(1)The reduction effect of different position of reducing joint is different, such as A相似文献   

创新之桥——计量学在科学与技术中的应用——2010年世界计量日致词

<正>作为计量研究人员的快乐之一就是:计量学让我们走在科学的最前沿。我们总是试图了解,为什么大自然要限制我们去执行某种测量的能力。这种限制究竟是不可逾越的自然法则抑或是借助更睿智的思想便能攀越的藩篱。显然,这种智力挑战就是开拓新领域的动力。     

雌激素与盐敏感高血压的关系

目的　进一步探讨植物性雌激素和内源性雌激素对雌性自发性高血压鼠 (SHR)的盐敏感高血压反应的保护作用。方法　对三周龄雌性SHR行卵巢切除术 ,饲以 0 .1mol·L- 1 或 1 .4mol·L- 1 NaCl,含或不含植物性雌激素之食物。 1 0周龄时 ,腹主动脉内植入遥测传感器 ,用“计算机腹主动脉血压遥测系统”2 4h连续测量血压、心率及整体活动。静脉注射六甲双铵阻断交感神经系统活动后 ,记录动脉压和心率反应。结果　食用无论是否富含植物性雌激素的高盐食物 ,动脉血压都明显增高 ,不含植物性雌激素组更甚。交感神经系统活动阻断后 ,引起所有各组鼠夜间动脉压急剧降低。结论　食物中所含之植物性雌激素可降低雌性SHR的盐敏感高血压反应。交感神经系统兴奋性异常在高盐食物引起的血压增高中起重要作用     

REGULATION OF THE INTERFERON－INDUCIBLE PROTEIN KINASEPKR AND2＇5＇ OLIGOADENYLATE SYNTHETASE BY A CATALYTICALLY INACTIVE PKR M

ＲＥＧＵＬＡＴＩＯＮＯＦＴＨＥＩＮＴＥＲＦＥＲＯＮ－ＩＮＤＵＣＩＢＬＥＰＲＯＴＥＩＮＫＩＮＡＳＥＰＫＲＡＮＤ２＇５＇ＯＬＩＧＯＡＤＥＮＹＬＡＴＥＳＹＮＴＨＥＴＡＳＥＢＹＡＣＡＴＡＬＹＴＩＣＡＬＬＹＩＮＡＣＴＩＶＥＰＫＲ　ＭＵＴＡＮＴＴＨＲＯＵＧＨ　Ｃ...     

REVERSAL OF THE DOUBLE－STRANDED－RNA－INDUCED INHIBITION OF PROTEIN SYNTHESIS BY A CATALYTICALLY INACTIVE MUTANT OF THE PROTEIN

ＲＥＶＥＲＳＡＬＯＦＴＨＥＤＯＵＢＬＥ－ＳＴＲＡＮＤＥＤ－ＲＮＡ－ＩＮＤＵＣＥＤＩＮＨＩＢＩＴＩＯＮＯＦＰＲＯＴＥＩＮＳＹＮＴＨＥＳＩＳＢＹＡＣＡＴＡＬＹＴＩＣＡＬＬＹＩＮＡＣＴＩＶＥＭＵＴＡＮＴＯＦＴＨＥＰＲＯＴＥＩＮ　ＫＩＮＡＳＥＰＫＲＴｙｓｏｎ...     

A medium term transport research strategy for the EEC

Abstract

Part 1 elicited major research issues and opportunities in the transport sector in the EEC from an examination of a range of planning scenarios. This article relates those issues and opportunities to the needs of the EEC transport sector policy formation and derives a set of research recommendations. The respective roles of the EEC and other institutions in developing and meeting the research needs are then discussed, concluding with some institutional proposals for the strengthening of the organization of the strategic research effort of the EEC in the transport sector.     

The relationship between coastal-zone management and off-shore economic development

‘Coastal-zone management is ideally founded on a consideration of the full range of bio-physical and socio-economic elements integrated through problem perception, decision making and remedial strategy planning. Specification of the framework indicates a variety of potential links between the coastal zone and continental shelf development.’