全文获取类型
收费全文 | 2436篇 |
免费 | 12篇 |
专业分类
公路运输 | 351篇 |
综合类 | 800篇 |
水路运输 | 825篇 |
铁路运输 | 86篇 |
综合运输 | 386篇 |
出版年
2022年 | 9篇 |
2021年 | 10篇 |
2020年 | 21篇 |
2019年 | 7篇 |
2018年 | 339篇 |
2017年 | 298篇 |
2016年 | 256篇 |
2015年 | 19篇 |
2014年 | 18篇 |
2013年 | 46篇 |
2012年 | 85篇 |
2011年 | 240篇 |
2010年 | 254篇 |
2009年 | 80篇 |
2008年 | 222篇 |
2007年 | 181篇 |
2006年 | 51篇 |
2005年 | 94篇 |
2004年 | 49篇 |
2003年 | 69篇 |
2002年 | 28篇 |
2001年 | 18篇 |
2000年 | 9篇 |
1999年 | 8篇 |
1998年 | 4篇 |
1997年 | 6篇 |
1996年 | 10篇 |
1995年 | 1篇 |
1994年 | 1篇 |
1993年 | 2篇 |
1992年 | 6篇 |
1991年 | 3篇 |
1990年 | 1篇 |
1989年 | 1篇 |
1988年 | 2篇 |
排序方式: 共有2448条查询结果,搜索用时 15 毫秒
991.
992.
Fayyaz Ahmad Taek Soo Jang Jinsoo Park Hong Gun Sung 《Journal of Marine Science and Technology》2016,21(2):240-250
We address in this article, how to calculate the restoring characteristic and the excitation of a nonlinear forced oscillating system. Under the assumption that the forced nonlinear oscillator has a periodic solution with period \(T=2\pi / \omega\), we constructed a system of linear equations by introducing time-dependent multipliers. The periodicity assumption helps simplify the system of linear equations. The stability and uniqueness are also presented for the inverse problem. Numerical testing is conducted to show the effectiveness of our presented methodology. 相似文献
993.
Offshore jacket-type platforms are attached to the seabed by long batter piles. In this paper, results from a finite element analysis, verified against experimental data, are used to study the effect of the pile’s inclination angle, and its interaction with the geometrical properties of the pile and the geotechnical characteristics of the surrounding soil on the behavior of the inclined piles supporting the jacket platforms. Results show that the inclination angle is one of the main parameters affecting the behavior of an offshore pile. We investigated the effect of the inclination angle on the maximum von Mises stress, maximum von Mises elastic strain, maximum displacement vector sum, maximum displacement in the horizontal direction, and maximum displacement in the vertical direction. The pile seems to have an operationally optimal degree of inclination of approximately 5°. By exceeding this value, the instability in the surrounding soil under applied loads grows extensively in all the geotechnical properties considered. Cohesive soils tend to display poorer results compared to grained soils. 相似文献
994.
Successful co-deposition of fine particulate matter within an Electroless Nickel-Phosphorous (ENi-P) matrix is dependent on various factors like bath composition, particle compatibility with metallic matrix, bath reactivity (pH), particle size and their distribution. ENi-P deposits incorporating Al2O3/Alumina in a disperse phase have varied effects on properties and attributes like surface roughness (Ra), microhardness, wear resistance, corrosion resistance and surface morphology of the deposits obtained. This paper experimentally investigates the effect of alumina (1.55 g/L) on Ra, microhardness, surface morphology, deposition rate, wettability, wear resistance and corrosion resistance of ENi-P-Al2O3 composite deposits on mild steel substrates at bath pH 5, 7 and 9. Study reveals that optimum deposit parameters and deposition rates are achieved with bath pH. However, not much study has been undertaken concerning composite deposits obtained from higher bath pH or basic bath. This is attributable to the fact that at higher bath pH or alkaline baths, the bath gets unstable and eventually degrades or decomposes, thereby resulting in sub optimal or poor deposition. Hence, experimental investigations carried out by preparing suitable baths, operating under optimum conditions, and enabling successful composite deposition in acidic and alkaline baths have revealed that there is a significant improvement in the above mentioned properties of the as-deposited composite deposits, as the pH is increased from pH 5 to pH 9. This aspect can therefore be advantageously utilized for preparing various marine components like fasteners, nuts, bolts, washers, pipes, cables, components having relative motion etc. 相似文献
995.
Sloshing waves in moving tanks is an important engineering problem, and most studies of this phenomenon have focused on tanks
that are excited by forcing motion in a limited number of directions and with fixed excitation frequencies throughout the
forcing. In practice, the excitation comprises multiple degree of freedom motion that potentially couples surge, sway, heave,
pitch, roll, and yaw motions. In the present study, a time-independent finite difference method is used to simulate fluid
sloshing in three-dimensional tanks filled to an arbitrary depth for various excitation frequencies and multiple degree of
freedom motion. The numerical scheme developed here was verified by rigorous benchmark tests. The coupled motions of surge
and sway are simulated for various excitation angles, frequencies and water depths. Five kinds of sloshing waves found under
coupled surge–sway motions: diagonal, single-directional, square-like, swirling, and irregular waves. The effect of excitation
angle on the frequency responses of different sloshing waves is analyzed and discussed in the present study. Further, the
components of horizontal force of various sloshing waves are also presented. The coupled effect of surge, sway and heave motions
is also discussed, and the results show that unstable sloshing occurs when the excitation frequency of the heave motion is
twice the fundamental natural frequency. Moreover, the effects of heave motion on the different types of sloshing waves are
explored. It is found that heave motion causes all of the sloshing waves to change type. 相似文献
996.
997.
Thomas Degré 《WMU Journal of Maritime Affairs》2007,6(1):37-49
The Paris Memorandum of Understanding (Paris MoU) has defined criteria aimed at better targeting of ships for Port State Control
inspections. These criteria are mostly based on ship detentions or deficiencies. Another approach proposed in this paper is
based on the concept of risk, combining in various ways the probability of the occurrence of casualties and the potential
consequences of such occurrences. These measures are to help identify High Risk Vessels (HRV) and to inspect them accordingly. 相似文献
998.
Lateral drift occurs due to the effects of wind forces, wave drifting forces, or both on ships sailing in actual seas. It
is important therefore to investigate the influence of lateral drift on seakeeping performance for improved ship operation.
The velocity potential was expanded as an asymptotic power series in terms of the lateral speed parameter, τ, defined as ω
e
V
0/g, where ω
e
is the frequency of wave encounter; V
0 denotes the lateral velocity, which is assumed to be sufficiently small; and g is the acceleration due to gravity. By combining this technique with the strip method, two sets of motion equations of all
the hydrodynamic force coefficients for ship seakeeping were derived. The first set is for ships without lateral drift and
is the same as the equations in the new strip method, and the second set is for the additional motions induced by lateral
drift. It was found that all ship motion modes except surge are coupled when a ship drifts laterally in waves. 相似文献
999.
Timothy Lilienthal Akihiko Matsuda Giles Thomas 《Journal of Marine Science and Technology》2007,12(2):111-118
This article presents work based on the development of a performance-based stability assessment method. It describes a numerical
method used to determine the survival limit for a dynamic intact stability assessment procedure. The numerical method utilises
a time-domain vessel motion program to assess the limit for a range of vertical centres of gravity (KG). The appropriateness
of the numerical predictions was examined through comparison with model experiment results. Free-running model tests were
conducted in regular following waves at discrete KGs. A comparison between the survival limits determined through the numerical
and experimental methods is presented. The current International Maritime Organisation (IMO) stability criteria are also evaluated
against the numerical and experimental dynamic performance-based stability assessment methods. 相似文献
1000.
Two-dimensional numerical analyses were conducted and analyzed to simulate water splash produced by free falling object models
starting from the resting position. The equilateral prism-shaped object models were allowed to fall onto the free surface
of the water. The moving-particle semi-implicit (MPS) method was used to solve the unsteady Navier-Stokes equation for incompressible
fluid flows with and without the surface tension effect. Froude numbers of 0.75, 1.0, and 1.25 were used with different model
sizes for the entry velocity at the free surface. Splashes obtained by numerical computation closely agreed with the experimental
results. The surface tension force, the Froude number, and the Weber number were found in these calculations to play major
roles in determining various types of splash shapes. Model size was found to influence splash phenomena, even if the Froude
number remained the same. The dependencies on these two nondimensional numbers and the fundamental law of similarity on water
splash with and without the surface tension effect were thoroughly investigated in this research. Several two-dimensional
numerical simulations are presented in this article to describe the hydrodynamic behaviors of water splash with and without
the surface tension effect. 相似文献