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291.
S. Kidane L. Alexander R. Rajamani P. Starr M. Donath 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2008,46(4):295-322
One way of addressing traffic congestion is by efficiently utilizing the existing highway infrastructure. Narrow tilting vehicles that need a reduced width lane can be part of the solution if they can be designed to be safe, stable, and easy to operate. In this paper, a control system that stabilizes the tilt mode of such a vehicle without affecting the handling of the vehicle is proposed. This control system is a combination of two different types of control schemes known as steering tilt control (STC) and direct tilt control (DTC) systems. First, different existing variations of both STC and DTC systems are considered and their shortcomings analysed. Modified control schemes are then suggested to overcome the deficiencies. Then a new method of integrating these two control schemes that guarantees smooth switchover between the controllers as a function of vehicle velocity is proposed. The performance of the proposed STC, DTC, and integrated systems is evaluated by carrying out simulations for different operating conditions and some experimental work. The design of a second-generation narrow tilting vehicle on which the developed control system has been implemented is presented. 相似文献
292.
293.
Earlyaftergram-negativebacteremia(GNB),defectiveregulationofendotoxin-inducedinflammatoryresponsesoftencul-minatesinprogressi... 相似文献
294.
集成船桥系统的现状与未来 总被引:3,自引:0,他引:3
以文献资料为基础,作者结合在船舶操纵运动数模、自动避碰、自动驾驶等方面的科研实践,对集成船桥系统(IBS)中的航线与航行计划制定、定位与导航、操纵与控制、避礁与避碰、通讯、系统集成六方面进行了较为概括的叙述,并对集成船桥系统所面临的主要问题和未来展望提出了看法。 相似文献
295.
Odd M. Faltinsen 《Journal of Marine Science and Technology》2000,5(2):49-65
An overview of the many water-impact (slamming) problems in ship and ocean engineering is given. Theoretical and experimental
drop tests of horizontal and nearly horizontal elastic plates are reviewed. It is shown that maximum pressure cannot be used
to estimate maximum slamming-induced stresses when maximum pressure is large, because dynamic hydroelastic effects then become
important. Further, the significance of hydroelasticity increases with decreasing dead-rise angle, increasing impact velocity,
and increasing the value of the highest local natural period of the structure. It is emphasized that the slamming problem
must be hydrodynamically studied from a structural point of view. Comparisons between theory and full-scale measurements of
slamming-induced local strains in the wet-deck of a catamaran are presented. The importance of the rigid body vertical accelerations
and the influence of the side-hulls on the impact velocity are pointed out.
Received: October 4, 2000 相似文献
296.
A transport assessment of particle-bound and dissolved artificial radionuclides (137Cs and 239,240Pu) by sea-ice and dense-water formed in western Kara Sea flaw leads close to the Novaya Zemlya dumping sites is presented in this study. We both performed a “best estimate” based on available data, and a “maximum assessment” relying on simulated constant releases of 1 TBq 137Cs and 239,240Pu from individual dumping bays. The estimates are based on a combination of (i) the content of particulate matter in sea-ice; (ii) analytical data and numerical simulations of radionuclide concentrations in shelf surface deposits, suspended particulate matter (SPM), and the dissolved phase; and (iii) estimates of lead-ice and dense-water formation rates as well as modeling results of local ice drift pathways. In the “best estimate” case, 2.90 GBq 137Cs and 0.51 GBq 239,240Pu attached to sea-ice sediments can be exported from the lead areas toward the central Arctic basin. The radionuclide burden of the annually formed dense lead water in the “best estimate” amounts to 4.68 TBq 137Cs and 0.014 TBq 239,240Pu. In the “maximum assessment”, potential export-rates of ice-particle bound 137Cs and 239,240Pu toward the central Arctic would amount to 0.64 and 0.16 TBq, respectively. As much as ≈900 TBq 137Cs and ≈6.75 TBq 239,240Pu could be annually taken up by 34.75 dense-water rejected in the lead area. Assuming the (unlikely) instantaneous release of the total 137Cs and 239,240Pu inventories (≈1 PBq and 10 TBq, respectively) from the Novaya Zemlya dumping sites into the dissolved phase, the dense lead water locally formed during one winter season could take up ≈90% of the Cs and ≈68% of the Pu released. 相似文献
297.
298.
This paper is a think piece on variations in the structure of stated preference studies when modelling the joint preferences
of interacting agents who have the power to influence the attribute levels on offer. The approach proposed is an extension
of standard stated choice methods, known as ‘stated endogenous attribute level’ (SEAL) analysis. It allows for interactive
agents to adjust attribute levels off a base stated choice specification that are within their control, in an effort to reach
agreement in an experimental setting. This accomplishes three goals: (1) the ability to place respondents in an environment
that more closely matches interactive settings in which some attribute levels are endogenous to a specific agent, should the
modeller wish to capture such behaviour; (2) the improved ability of the modeller to capture the behaviour in such settings,
including a greater wealth of information on the related interaction processes, rather than simply outcomes; and (3) the expansion of the set of situations that the modeller can investigate using experimental
data.
相似文献
John M. RoseEmail: |
299.
多洞空间小净距隧道支护结构参数量化设计与安全性分析是当前设计中的一大难题。文章针对深圳机荷高速公路荷坳隧道四洞小净距段的设计,采用总安全系数法对四洞的开挖与支护模式、各洞的开挖顺序及支护参数进行了研究比较,并采用隧规荷载-结构法、增量法、地层-结构法对支护结构的安全系数进行了对比计算,得出以下结论:(1)提出了基于总安全系数法原理的多洞空间小净距隧道设计方法;(2)根据总安全系数法得出了荷坳隧道四洞小净距段应采用“先行洞二次衬砌完成后再开挖下一孔隧道”的开挖与支护模式,且应按洞1→洞2→洞3→洞4的开挖顺序施工;(3)隧规荷载-结构法、增量法、地层-结构法虽无法得出结构的总承载安全系数,但在一定程度上可以反应部分支护结构的安全性。 相似文献
300.