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Downs (1962) and Thomson (1977) suggested that highway capacity expansion may produce counterproductive effects on the two-mode (auto and transit) transport system (Downs–Thomson Paradox). This paper investigates the occurrence of this paradox when transit authority can have different economic objectives (profit-maximizing or breakeven) and operating schemes (frequency, fare, or both frequency and fare). For various combinations of economic objectives and operating schemes, the interaction between highway expansion and transit service is explored, as well as its impact on travelers’ mode choices and travel utilities. Further, for each combination, the conditions for occurrence of the Downs–Thomson Paradox are established. We show that the paradox never occurs when transit authority is profit-maximizing, but it is inevitable when the transit authority is running to maximize travelers’ utility while maintaining breakeven. This is because the former transit authority tends to enhance transit service (e.g., raise frequency or reduce fare) when facing an expanded highway; and on the contrary, the latter tends to compromise transit service (e.g., reduce frequency or raise fare). Both analytical and numerical examples are provided to verify the theoretical results. 相似文献
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碳纤维增强复合材料(CFRP)是新兴技术,在国外有少数的在木质和砌体结构上的补强加固应用。利用空间大型有限元软件ANSYS软件,对带有翼缘板薄壁箱形连续梁进行了有限元分析,并对各个有限元分析模型的结果进行对比分析。 相似文献
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文章考虑了土体力学特性,以及桩身材料性质、桩长与桩径(含扩底直径)、桩顶埋深、桩顶卸载与加载、群桩效应等诸多因素的影响,结合工程经验给出了计算扩底抗拔桩极限承载力的半经验半理论方法;根据扩底抗拔桩破坏面位置不同,将扩底抗拔桩破坏模式分为三类(即破坏面延伸至地表的整体剪切破坏、破坏面介于地表与扩孔段之间的局部剪切破坏与破坏面位于扩孔段附近的冲剪破坏),推导出了整体剪切破坏模式的极限平衡状态方程;并依据扩底抗拔桩轴对称条件与土体抗拉强度小的力学特征,给出了求解整体破坏面的微分筒数值解法;利用经验法估算了局部剪切破坏、冲剪破坏模式下的端阻力,进而给出了任意土层中扩底抗拔桩承载力计算步骤与方法;最后,结合一足尺试验的计算分析与承载力测试比较,验证了计算方法的可靠性与精确度。 相似文献
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Safety modeling for two‐way left‐turn lanes and a procedure to identify two‐way left‐turn lane segments with safety concerns 下载免费PDF全文
In the past, two‐way left‐turn lane (TWLTL) median treatments have been frequently used in Florida to inexpensively improve traffic and safety performances. In order to identify factors that may have significant impacts on safety operations in TWLTL sections and to identify TWLTL locations that present existing and future safety concerns, a research project was carried out and results are summarized in the paper. In the research, a three‐year crash history database with crashes and section characteristics from a total of 1688 TWLTL sections all over Florida was developed and used. A negative binomial regression model was developed to determine the statistical relationship between the number of crashes per mile per year and several variables such as traffic volume, access density, posted speed, and number of lanes. In regard to the methodology, in order to identify locations with safety concerns, several steps are needed: development of real crash data distribution, determination of statistical distribution models that better represent the actual crash data, determination of percentile values for the average number of crashes, estimation of crash rates for sections with the same characteristics, estimation of critical values for the variables corresponding to the percentile values for average number of crashes, calculation of tables of critical average annual daily traffic values, and generation of a list of TWLTL locations with critical safety concerns. Results presented in the paper have been used in real applications. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
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Estelle Chevallier Ludovic Leclercq 《Transportation Research Part B: Methodological》2007,41(10):1139-1150
The following paper presents a dynamic macroscopic model for unsignalized intersections which accounts for time-limited disruptions in the minor stream flow, even in free-flow conditions when the average flow demand is satisfied. It introduces a deterministic fictive traffic light to represent an average alternating sequence of available and busy time periods for insertion depending on the major stream flow. Two allocation schemes of the total outflow during green periods are developed to model the influence or non-influence of the minor stream over the major stream flow. The aggregation of the resulting dynamic flow variations gives relevant capacity values. Moreover, the model predicts accurate average vehicle delay and queue length estimates compared to theoretical and empirical data. It has three easy-to-measure parameters and can be integrated into a dynamic macroscopic simulation tool for urban networks. 相似文献