全文获取类型
收费全文 | 405篇 |
免费 | 16篇 |
专业分类
公路运输 | 81篇 |
综合类 | 122篇 |
水路运输 | 103篇 |
铁路运输 | 77篇 |
综合运输 | 38篇 |
出版年
2024年 | 2篇 |
2023年 | 3篇 |
2022年 | 6篇 |
2021年 | 8篇 |
2020年 | 6篇 |
2019年 | 7篇 |
2018年 | 4篇 |
2017年 | 14篇 |
2016年 | 10篇 |
2015年 | 8篇 |
2014年 | 34篇 |
2013年 | 24篇 |
2012年 | 32篇 |
2011年 | 41篇 |
2010年 | 32篇 |
2009年 | 26篇 |
2008年 | 19篇 |
2007年 | 47篇 |
2006年 | 25篇 |
2005年 | 23篇 |
2004年 | 13篇 |
2003年 | 6篇 |
2002年 | 12篇 |
2001年 | 6篇 |
2000年 | 6篇 |
1999年 | 2篇 |
1998年 | 1篇 |
1996年 | 1篇 |
1995年 | 1篇 |
1992年 | 1篇 |
1989年 | 1篇 |
排序方式: 共有421条查询结果,搜索用时 328 毫秒
11.
在充分分析典型四相位交叉口行人二次过街设置前、后的行人流与右转车流冲突的前提下,以行人过街时间占有率和行人群到达分布作为分析指标,利用可插车间隙理论得出行人单向通行和双向通行条件下的右转车通行能力计算公式;根据行人流随机消散和集中消散的不同特征,应用随机分布理论推导出右转车穿越行人流的延误模型;并通过算例对比分析行人二次过街设置前、后右转车通行能力和延误的变化值。结果表明,除了在少数行人流量比较大的情况下,
行人二次过街的设置会小幅度减少右转车的延误;在其他大多数情况下,行人二次过街设置后,
右转车的通行能力将受到限制,延误增大,其中,平均通行能力降低了16.68%,平均延误时间增大
了21%,所以,当右转车交通需求较大时,需同时考虑行人和右转车的交通运行状态,优化设计是否采用行人二次过街,避免右转车超出极限忍耐时间而增大与行人冲突的概率。 相似文献
12.
In this paper, a novel mesoscopic multilane model is proposed to enable simultaneous simulation of mandatory and discretionary lane-changing behaviors to realistically capture multilane traffic dynamics. The model considers lane specific fundamental diagrams to simulate dynamic heterogeneous lane flow distributions on expressways. Moreover, different priority levels are identified according to different lane-changing motivations and the corresponding levels of urgency. Then, an algorithm is proposed to estimate the dynamic mandatory and discretionary lane-changing demands. Finally, the lane flow propagation is defined by the reaction law of the demand–supply functions, which can be regarded as an extension of the Incremental-Transfer and/or Priority Incremental-Transfer principles. The proposed mesoscopic multilane cell transmission model is calibrated and validated on a complex weaving section of the State Route 241 freeway in Orange County, California, showing both the positive and negative impact of lane changing maneuvers, e.g., balancing effect and capacity drop, respectively. Moreover, the empirical study verifies that the model requires no additional data other than the cell transmission model does. Thus, the proposed model can be deployed as a simple simulation tool for accessing dynamic mesoscopic multilane traffic state from data available to most management centers, and also the potential application in predicting the impact of traffic incident or lane control strategy. 相似文献
13.
14.
充电接受能力是阀控式铅酸蓄电池一项重要性能,充电接受好可保证电池正常使用和延长电池的使用寿命。文章从板栅合金、添加剂、充电制度三方面概述VRLA电池充电接受能力的研究状况。 相似文献
15.
16.
Augmented Reality “AR” is a promising paradigm that can offer users with real-time, high-quality visualization of a wide variety of information. In AR, virtual objects are added to the real-world view in real time. The AR technology can offer a very realistic environment for enhancing drivers’ performance on the road and testing drivers’ ability to react to different road design and traffic operations scenarios. This can be achieved by adding virtual objects (people, vehicles, hazards, and other objects) to the normal view while driving an actual vehicle in a real environment. This paper explores a new Augmented Reality Vehicle “ARV” system and attempts to apply this new concept to a selected traffic engineering application namely the left-turn maneuver at two-way stop-controlled “TWSC” intersection. This TWSC intersection experiment, in addition to testing the feasibility of the application, tries to quantify the size of gaps accepted by different driver’s characteristics (age and gender). The ARV system can be installed in any vehicle where the driver can see the surrounding environment through a Head Mounted Display “HMD” and virtual objects are generated through a computer and added to the scene. These different environments are generated using a well defined set of scenarios. The results from this study supported the feasibility and validity of the proposed ARV system and they showed promise for this system to be used in the field-testing for the safety and operation aspects of transportation research. Results of the left-turn maneuver study revealed that participants accepted gaps in the range of 4.0-9.0 s. This finding implies that all gaps below 4 s are rejected and all gaps above 9 s are likely to be accepted. The mean value of the left-turn time was 4.67 s which is a little bit higher than reported values in the literature (4.0-4.3 s). Older drivers were found to select larger gaps to make left turns than younger drivers. The conservative driving attitude of older drivers indicates the potential presence of reduced driving ability of elderly. Drivers’ characteristics (age and gender) did not significantly affect the left-turn time. Based on the survey questions that were handed to participants, most participants indicated good level of comfort with none or small level of risk while driving the vehicle with the ARV system. None of the participants felt any kind of motion sickness and the participants’ answers indicated a good visibility and realism of the scene with overall good system fidelity. 相似文献
17.
18.
道路运输市场退出机制与道路运输市场准入制度相辅相成,不可分割。文章阐述了道路运输市场退出机制的基本特点、重要作用、主要方式及实施程序,并对其在实施过程中存在的问题进行讨论。 相似文献
19.
Cluster-first route-second methods like the sweep heuristic (Gillett and Miller, 1974) are well known in vehicle routing. They determine clusters of customers compatible with vehicle capacity and solve a traveling salesman problem for each cluster. The opposite approach, called route-first cluster-second, builds a giant tour covering all customers and splits it into feasible trips. Cited as a curiosity for a long time but lacking numerical evaluation, this technique has nevertheless led to successful metaheuristics for various vehicle routing problems in the last decade. As many implementations consider an ordering of customers instead of building a giant tour, we propose in this paper the more general name of ordering-first split-second methods. This article shows how this approach can be declined for different vehicle routing problems and reviews the associated literature, with more than 70 references. 相似文献
20.
采用数理统计原理,运用SPSS软件对陕西省7条高速公路交-竣工平整度数据进行分析,得出了陕南、关中和陕北地区路面平整度衰变幅度均值分别为0.39m/km、0.28m/km和0.24m/km,这也将作为计算竣工验收推荐值的依据;再基于交-竣工平整度变化规律,建立了平整度竣工验收推荐值的计算公式:IRIju=IRIji+IRIs,可为今后平整度竣工验收标准提供有效的理论依据。 相似文献