全文获取类型
收费全文 | 16692篇 |
免费 | 238篇 |
专业分类
公路运输 | 4544篇 |
综合类 | 4393篇 |
水路运输 | 4110篇 |
铁路运输 | 3361篇 |
综合运输 | 522篇 |
出版年
2024年 | 3篇 |
2023年 | 26篇 |
2022年 | 260篇 |
2021年 | 422篇 |
2020年 | 361篇 |
2019年 | 128篇 |
2018年 | 148篇 |
2017年 | 124篇 |
2016年 | 195篇 |
2015年 | 408篇 |
2014年 | 636篇 |
2013年 | 808篇 |
2012年 | 974篇 |
2011年 | 1218篇 |
2010年 | 1294篇 |
2009年 | 1447篇 |
2008年 | 1412篇 |
2007年 | 1762篇 |
2006年 | 1702篇 |
2005年 | 1099篇 |
2004年 | 346篇 |
2003年 | 284篇 |
2002年 | 223篇 |
2001年 | 319篇 |
2000年 | 328篇 |
1999年 | 194篇 |
1998年 | 141篇 |
1997年 | 106篇 |
1996年 | 141篇 |
1995年 | 81篇 |
1994年 | 76篇 |
1993年 | 63篇 |
1992年 | 47篇 |
1991年 | 41篇 |
1990年 | 35篇 |
1989年 | 24篇 |
1988年 | 19篇 |
1987年 | 6篇 |
1986年 | 13篇 |
1985年 | 4篇 |
1984年 | 11篇 |
1981年 | 1篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
301.
Younes HamdouchH.W. Ho Agachai Sumalee Guodong Wang 《Transportation Research Part B: Methodological》2011,45(10):1805-1830
In this paper, we propose a new schedule-based equilibrium transit assignment model that differentiates the discomfort level experienced by sitting and standing passengers. The notion of seat allocation has not been considered explicitly and analytically in previous schedule-based frameworks. The model assumes that passengers use strategies when traveling from their origin to their destination. When loading a vehicle, standing on-board passengers continuing to the next station have priority to get available seats and waiting passengers are loaded on a First-Come-First-Serve (FCFS) principle. The stimulus of a standing passenger to sit increases with his/her remaining journey length and time already spent on-board. When a vehicle is full, passengers unable to board must wait for the next vehicle to arrive. The equilibrium conditions can be stated as a variational inequality involving a vector-valued function of expected strategy costs. To find a solution, we adopt the method of successive averages (MSA) that generates strategies during each iteration by solving a dynamic program. Numerical results are also reported to show the effects of our model on the travel strategies and departure time choices of passengers. 相似文献
302.
303.
Fixed-rail metro (or ‘subway’) infrastructure is generally unable to provide access to all parts of the city grid. Consequently, feeder bus lines are an integral component of urban mass transit systems. While passengers prefer a seamless transfer between these two distinct transportation services, each service’s operations are subject to a different set of factors that contribute to metro-bus transfer delay. Previous attempts to understand transfer delay were limited by the availability of tools to measure the time and cost associated with passengers’ transfer experience. This paper uses data from smart card systems, an emerging technology that automatically collects passenger trip data, to understand transfer delay. The primary objective of this study is to use smart card data to derive a reproducible methodology that isolates high priority transfer points between the metro system and its feeder-bus systems. The paper outlines a methodology to identify transfer transactions in the smart card dataset, estimate bus headways without the aid of geographic location information, estimate three components of the total transfer time (walking time, waiting time, and delay time), and isolate high-priority transfer pairs. The paper uses smart card data from Nanjing, China as a case study. The results isolate eight high priority metro-bus transfer pairs in the Nanjing metro system and finally, offers several targeted measures to improve transfer efficiency. 相似文献
304.
305.
306.
307.
This paper studies the assignment of long-distance passenger traffic on a highway corridor network. First, we propose a traditional model for the long-distance traffic assignment considering interactions with local commuter traffic. It addresses the effect of local networks on highway corridors. An iterative algorithm is developed to solve for the exact solution. Then, to address the potential computational issues that arise therein, a decomposition method is proposed by introducing a new concept of corridor elasticity. An assignment procedure for long-distance passenger traffic is developed accordingly. Numerical tests show that the proposed decomposition method makes significant improvements in computational performance at a small loss of optimality. This decomposition method well approximates the exact assignment from the traditional formulation, especially when the highway corridors are near-saturation. The proposed decomposition method appears practical for application. 相似文献
308.
309.
310.