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131.
高速磁浮交通与大运量客运交通的兼容和互补 总被引:1,自引:0,他引:1
翁秀玲 《城市轨道交通研究》2009,12(7):23-25
高速磁浮交通和高速轮轨交通同为大运量的轨道交通方式,它们在客运交通中可形成一种互补、兼容和并存的关系.磁浮交通是目前世界上可以投入商业运营的最为快速的一种轨道交通方式,具有安全、快速、舒适、无机械摩擦等优点,可在大都市之间形成快速连接通道.430 km/h的高速磁浮列车正好填补了火车与飞机之间的速度空白段,为乘客提供更多的出行选择,在一定程度上可分流部分航空、铁路和公路的客流. 相似文献
132.
军用机场水泥混凝土道面可靠性设计方法 总被引:1,自引:1,他引:0
采用极限状态法建立了机场道面可靠性的设计标准。基于可靠性理论,以飞机作为设计荷载,考虑荷载和温度翘曲应力的共同作用,建立了军用机场水泥混凝土道面可靠性设计方法。以实例计算的结果与用现行设计规范计算的结果进行对比,相对误差仅2.60%,说明文中建立的可靠性设计法是正确、可行的。 相似文献
133.
简介了川江高速客船现状,针对川江具体航线,分析了各类调整船优缺点。从水、陆、空综合交通合理分工出发,认为水上调整客运不会因为高速公路的发展而淘汰,仍有发展前途,关键是要开发、研制适合航线,其航行性能、结构强度、舒适性、经济性均比现有高速客船优越的新船型。 相似文献
134.
深孔注浆技术在地铁暗挖隧道施工中的应用 总被引:1,自引:1,他引:0
城市地铁暗挖隧道施工中所面临的难题之一就是水的治理问题,水不仅危及掌子面开挖作业的安全,同样也威胁到地面建(构)筑物的安全。面对富水砂层及软弱破碎层,如何进行掌子面加固及止水是施工的关键。深圳地铁2号线东延线2222标安-侨区间隧道工程中采用TGRM深孔注浆技术成功地完成了富水砂层段的施工以及近距离多次穿越重要管线及建(构)筑物的施工,充分表明在不良地质地段采用深孔超前预注浆加固掌子面及固结止水技术是行之有效的。文章针对此工程实例,阐述了深孔注浆技术的机理和工艺特点,以及在城市暗挖地铁隧道施工中的应用效果。 相似文献
135.
The only known construction of key-insulated signature (KIS) that can be proven secure in the standard model is based on the
approach of using double signing. That is, the scheme requires two signatures: a signature with a master key and a signature
with the signer’s secret key. This folklore construction method leads to an inefficient scheme. Therefore it is desirable
to devise an efficient KIS scheme. We present the first scheme with such a construction. Our construction derives from some
variations of the Waters’ signature scheme. It is computationally efficient and the signatures are short. The scheme is provably
secure based on the difficulty of computational Diffie-Hellman (CDH) problem in the standard model. 相似文献
136.
Research on the electro-hydraulic variable valve actuation system based on a three-way proportional reducing valve 总被引:1,自引:0,他引:1
J. -R. Liu B. Jin Y. -J. Xie Y. Chen Z. -T. Weng 《International Journal of Automotive Technology》2009,10(1):27-36
As the internal combustion engine moves into the 21st century, fully flexible valve actuation systems are being proposed as
an enabling technology for advanced internal combustion engine concepts. Electro-hydraulic valve actuator systems are being
considered as a potential variable valve technology. Compared to the servo control system, the system using a proportional
valve has the advantages of low price, high anti-pollution ability and high reliability. Our research focuses on exploring
the dynamic characteristic of the electro-hydraulic variable valve system, which is based on three-way proportional reducing
valve. In this paper, the structure and working principles of the system are described. The dynamic mathematical model of
the system is derived. From the analysis of a linearized model and dynamic simulation, it is demonstrated that the system
will be stable only if the proportional reducing valve has a positive opening. Some structural factors that affect the system’s
dynamic characteristics, such as input signal, the stiffness of the return spring and the pre-tightening force of the return
spring, are studied using AMESim. The experimental results coincide with the theoretical and simulated analyses. Further study
shows that the dynamic response can be improved effectively by adopting closed-loop control of valve lift. 相似文献
137.
本文选取秦皇岛港区为监测点,分别于夏、秋两季的代表月进行PM_(10)样品的采集与化学组分分析。结果表明,夏、秋两季采样期间秦皇岛港大气PM_(10)质量浓度平均值分别为93.5±44.6μg/m~3、131.5±69.1μg/m~3。夏、秋两季二次无机离子浓度分别为27.9μg/m~3与30.5μg/m~3,分别占总PM_(10)的29.8%与23.2%;夏季SO42-最高,浓度为11.7μg/m~3,占比为12.5%,秋季NO3-明显高于夏季,浓度为12.4μg/m~3。夏、秋季碳质组分浓度分别为26.3μg/m~3与33.5μg/m~3,占比分别为28.1%与25.5%;两季EC浓度相差不大,分别为4.1μg/m~3与4.4μg/m~3;一次排放是有机气溶胶的主要贡献源,两季POA占比分别为75.0%与73.5%。一次组分来源解析结果显示,土壤尘与冶金、机动车、燃煤、海盐与船舶是秦皇岛港大气PM_(10)的主要贡献源,平均贡献率分别为44.0%、16.5%、15.9%、10.8%与8.9%,港区空气污染治理应注重对船舶排放的控制。 相似文献
138.
This study aims to develop work zone speed‐flow and capacity models, which incorporate work zone configuration factors including the number of work zones, geometrical alignment, work zone speed limit, and work zone length. On the basis of the traffic data from six work zone sites with various work zone configurations, two nonlinear traffic speed and flow models including work zone configuration factors are developed for the uncongested and congested traffic conditions, respectively. A work zone capacity model is proposed on the basis of the two models. The three models can further be used to examine the effects of work zone configuration factors on the speed‐flow relationship and capacity at work zones. Results show that traffic speed, traffic flow, and work zone capacity increase with the posted speed limit. Traffic speed under uncongested conditions decreases with the geometric alignment, the number of work zones, work zone length, and heavy vehicle percentage. Under congested conditions, the increase of the number of work zones is found to exhibit a larger negative impact on the traffic flow than the increase of geometric alignment. The number of work zones is also found to have the largest negative impacts on work zone capacity, followed by the geometric alignment. Short work zone length exhibits a relatively minor contribution to increasing work zone capacity. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
139.
140.