全文获取类型
收费全文 | 4395篇 |
免费 | 92篇 |
专业分类
公路运输 | 953篇 |
综合类 | 1317篇 |
水路运输 | 1295篇 |
铁路运输 | 473篇 |
综合运输 | 449篇 |
出版年
2024年 | 8篇 |
2023年 | 14篇 |
2022年 | 68篇 |
2021年 | 124篇 |
2020年 | 89篇 |
2019年 | 32篇 |
2018年 | 362篇 |
2017年 | 321篇 |
2016年 | 287篇 |
2015年 | 91篇 |
2014年 | 106篇 |
2013年 | 146篇 |
2012年 | 252篇 |
2011年 | 405篇 |
2010年 | 387篇 |
2009年 | 228篇 |
2008年 | 361篇 |
2007年 | 363篇 |
2006年 | 218篇 |
2005年 | 190篇 |
2004年 | 85篇 |
2003年 | 104篇 |
2002年 | 60篇 |
2001年 | 53篇 |
2000年 | 41篇 |
1999年 | 19篇 |
1998年 | 12篇 |
1997年 | 11篇 |
1996年 | 15篇 |
1995年 | 10篇 |
1994年 | 6篇 |
1993年 | 2篇 |
1992年 | 7篇 |
1991年 | 3篇 |
1990年 | 2篇 |
1989年 | 2篇 |
1988年 | 1篇 |
1987年 | 1篇 |
1985年 | 1篇 |
排序方式: 共有4487条查询结果,搜索用时 828 毫秒
501.
502.
Chang Doo Jang Jong Jin Jung Alexander A. Korobkin 《Journal of Marine Science and Technology》2007,12(2):95-101
This article describes an estimation method for the hull girder response of a ship due to springing. The linear and nonlinear
springing effects on the hull girder are evaluated. Previous studies on the springing response focused mainly on the symmetric
response, or vertical response. In this article, however, the springing analysis is extended to asymmetric responses, or horizontal
and torsional responses. The Timoshenko beam model was used to calculate the hull girder response and the quadratic strip
method was employed to calculate hydrodynamic forces and moments on the hull. To remove irregular frequencies, a rigid lid
was adopted on the hull free surface level and hydrodynamic coefficients were interpolated for asymptotic values. Applications
to two ships for the symmetric and asymmetric responses were carried out and the effect of springing responses is also discussed. 相似文献
503.
Sales tax measures passed at the local level and dedicated to transportation projects have become increasingly popular in
the United States. While revenues from fuel taxes stagnate, growth of local transportation sales taxes (LTSTs), most approved
in local elections, has led to a gradual shift of the financial base for transportation projects away from user fees and toward
broader-based taxes. In this study, the relationship between voter support and the social, political, and geographic characteristics
of the voters is explored. Using precinct-level voting data and census demographic data for three local transportation sales
tax elections in Sonoma County, in the San Francisco Metropolitan area of California, regression models were constructed to
analyze this relationship. In addition, the relationship between the outcomes of the three measures was explored to better
understand which transportation projects might have garnered more support for the successful measure. It was found that the
closer voters lived to the transportation projects to be funded, the greater their support. Higher incomes were also positively
related to support, controlling for other variables. Political leanings were found to affect support, with the direction of
the effect dependent upon the project list in each measure’s expenditure plan. Finally, it appears that the latest measure,
which passed successfully, benefited greatly from its multi-modal expenditure plan. 相似文献
504.
洋山港二期正式投入运营,东海二桥也正在规划当中,关于东海二桥的建铁路桥、公路桥还是公路铁路两用桥的争议一直没有停止过,不同的专家给出了不同的答案。本文在分析影响东海二桥建设方案选取的通过能力、投资额、营运安全和环保等四个因素的基础上,通过建立层次分析模型并求解,得出东海二桥最佳建设方案。 相似文献
505.
506.
WAN De-Cheng 《船舶与海洋工程学报》2007,6(2):51-58
In this paper, an efficient multigrid fictitious boundary method (MFBM) coupled with the FEM solver package FEATFLOW was used for the detailed simulation of incompressible viscous flows around one or more moving NACA0012 airfoils. The calculations were carried on a fixed multigrid finite element mesh on which fluid equations were satisfied everywhere, and the airfoils were allowed to move freely through the mesh. The MFBM was employed to treat interactions between the fluid and the airfoils. The motion of the airfoils was modeled by Newton-Euler equations. Numerical results of experiments verify that this method provides an efficient way to simulate incompressible viscous flows around moving airfoils. 相似文献
507.
508.
LIU Sheng FANG Liang 《船舶与海洋工程学报》2007,6(3):62-67
Given the uncertainty of parameters and the random nature of disturbances that effect a ships course, a robust course controller should be designed on the basis of rudder/flap vector control. This paper analyzes system uncertainty, and the choice of weighting functions is also discussed. When sea waves operate on a ship, the energy-concentrating frequency varies with the angle of encounter. For different angles of encounter, different weighting functions are designed. For the pole of a nominal model existing in an imaginary axis, the bilinear-transform method is used. The "2-Riccati" equation is adopted to solve the H∞ controller. A system simulation is given, and the results show that, compared with a PID controller, this system has higher course precision and more robust performance. This research has significant engineering value. 相似文献
509.
Masahiko Fujikubo Taoyun Xiao Kazuhiro Yamamura 《Journal of Marine Science and Technology》2003,7(3):119-127
A structural safety assessment of a pontoon-type very large floating structure (VLFS) surrounded by a gravity-type breakwater
was carried out for extreme wave conditions by considering the damage to the breakwater. Bending and shear collapses are considered
to be a failure mode of the floating structure, while overturning damages the breakwater. The probability of the breakwater
overturning, and the transmitted wave height before and after damage to the breakwater, are evaluated using design formulae
for port and harbor facilities in Japan. The ultimate bending and shear strengths of the floating structure are calculated
by the idealized structural unit method (ISUM) and FEM, respectively. The calculated failure probability for the floating
structure is compared with the specified target safety level. It was found that the floating structure under consideration
is most likely to fail by bending in transverse waves, and that the corresponding failure probability satisfies the target
level.
Received: September 12, 2002 / Accepted: October 4, 2002
Acknowledgment. The authors are grateful to Dr. Shigeo Ohmatsu, National Maritime Research Institute, Japan, for allowing us to use the program
of hydroelastic response analysis.
Address correspondence to: M. Fujikubo (e-mail: fujikubo@naoe.hiroshima-u.ac.jp)
Updated from the Japanese original, which won the 2002 SNAJ prize (J Soc Arthit Jpn 2002;190:337–345) 相似文献
510.