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991.
The paper focuses on the ultimate strength of perforated platings with circular openings and manholes, eventually reinforced by ringed or carling stiffeners, in order to develop a comprehensive and rationale format, useful to assess the ultimate capacity of perforated plate panels under uniaxial compression. In this respect, a large number of FE simulations is performed by Ansys Mechanical APDL, in order to provide new design formulas for the ultimate strength of platings with circular openings or manholes and, subsequently, for perforated plate panels reinforced by local stiffeners. The design formulas are developed by properly varying the opening size and the scantlings of ringed or carling stiffeners, in order to provide a comprehensive set of design curves. Hence, the incidence of the opening longitudinal position on the ultimate capacity of perforated platings, without and with local stiffeners, is also investigated. Finally, the proposed equations are applied in a straightforward design example. Based on current results, the new design formulas allow a reliable assessment of the ultimate capacity of platings with circular openings or manholes and the incidence of local stiffeners on the plating ultimate strength, so providing a rationale design format that could be easily embodied in current Rules and guidelines. 相似文献
992.
MVNakhodka collapsed and broke in two on January 2, 1997 in the Sea of Japan, giving rise to a serious and disastrous oil spill on the
coastline of Japan. During the inquiry into the cause of the accident, one of the main tasks of the inquiry committee was
to identify the external loads which made the ship structure collapse. Among the several possible scenarios for the accident,
after careful examination, the wave loads in the heavy weather at the time of the accident were taken to be the most plausible
cause. The results of that research are described in two papers, and the present paper deals with the way in which wave loads
on theNakhodka at the moment of the accident were estimated. We first describe the details of the accident such as the location, the sea
condition, the loading condition, and the ship's heading speed. Then the static loads resulting from the distribution of the
cargo weight and the buoyancy are given to show that the static bending moment at the time of the accident caused extreme
sagging. Next the wave loads in the irregular waves, calculated by the nonlinear time domain simulation program SRSLAM, are
presented. It is shown that the bending moment in the waves reaches 1 087 800 KN*m at maximum SS 6.9, which is where the hull girder collapse took place. It was concluded that the ship broke in two because
the bending moment exceeded the hull girder strength which had been reduced due to corrosion, taking into account conclusions
derived from the research dealing with the structural strength aspect. We also discuss the stochastic significance of the
estimated value and nonlinear nature of the peak distribution, in addition to the effects of the ship speed and wave heading
on the wave load estimation.
This article is based on an article that appeared in Japanese in the Journal of the Society of Naval Architects of Japan,
vol. 183 (1998). 相似文献
993.
分析内河散装水泥船的布置和结构特点,在400 t内河散装水泥船设计中,根据相关规范和规定,综合考虑船舶的布置、强度和稳性,根据航道条件合理选择推进方式,保证船舶安全营运。 相似文献
994.
沥青稳定基层混合料的矿料级配研究 总被引:1,自引:0,他引:1
本研究的目的是选定合理的沥青稳定基层混合料级配,并研究其力学性能和疲劳规律。首先,通过与国外沥青稳定基层常用级配及国内相关级配的比较,以及大量的马歇尔试验和强度试验,初选出沥青稳定碎石1号(公称粒径26.5 mm)和沥青稳定碎石2号(公称粒径31.5 mm)两种级配类型;然后,在M TS810材料试验系统上进行了应力控制的疲劳试验,研究其抗疲劳性能。试验表明,这两种级配的沥青稳定基层碎石混合料的力学性能和疲劳性能优良,能够用于修筑高等级公路的沥青稳定基层。 相似文献
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998.
文章从公路隧道纵向通风计算特点分析入手,根据流体的连续性原理对单竖井送排式通风计算公式进行了扩展,提出了多竖井送排式通风计算方法,利用这种方法能够求出多竖井送排式通风中各段隧道最经济的设计风量,通过编程并实施,证明其具有很大的实用价值。 相似文献
999.
1000.
拓宽旧水泥混凝土路面板纵向断裂成因机理分析 总被引:1,自引:0,他引:1
基于301国道阿城(刘秀屯)至亚布力段和同三公路哈尔滨至方正段的多处水泥混凝土路面板纵向断裂试验研究,分析了拓宽旧路面各结构层,如垫层对基层及基层对板体不均匀支承的分布规律和成因特征,并据此建立模型,应用有限元方法对不同车辆荷载作用下板体内最大弯拉应力进行求解。计算结果表明,水泥混凝土路面板下基层的近条带状不均匀支承是造成水泥混凝土路面板纵向断裂的重要原因。 相似文献