全文获取类型
收费全文 | 2507篇 |
免费 | 73篇 |
专业分类
公路运输 | 385篇 |
综合类 | 892篇 |
水路运输 | 936篇 |
铁路运输 | 299篇 |
综合运输 | 68篇 |
出版年
2024年 | 11篇 |
2023年 | 16篇 |
2022年 | 40篇 |
2021年 | 71篇 |
2020年 | 59篇 |
2019年 | 30篇 |
2018年 | 29篇 |
2017年 | 55篇 |
2016年 | 60篇 |
2015年 | 89篇 |
2014年 | 168篇 |
2013年 | 132篇 |
2012年 | 162篇 |
2011年 | 174篇 |
2010年 | 141篇 |
2009年 | 148篇 |
2008年 | 136篇 |
2007年 | 254篇 |
2006年 | 223篇 |
2005年 | 146篇 |
2004年 | 86篇 |
2003年 | 47篇 |
2002年 | 43篇 |
2001年 | 34篇 |
2000年 | 39篇 |
1999年 | 14篇 |
1998年 | 26篇 |
1997年 | 19篇 |
1996年 | 21篇 |
1995年 | 17篇 |
1994年 | 11篇 |
1993年 | 14篇 |
1992年 | 10篇 |
1991年 | 12篇 |
1990年 | 5篇 |
1989年 | 12篇 |
1988年 | 8篇 |
1987年 | 3篇 |
1986年 | 3篇 |
1985年 | 5篇 |
1984年 | 7篇 |
排序方式: 共有2580条查询结果,搜索用时 218 毫秒
41.
本文提出了用灰色系统理论预测破坏载荷的计算方法,并通过新的高强度钢材环肋圆锥壳的球壳模型实验验证了该方法的正确性,建议今后在模型实验和现役潜艇的耐压船体寿命估算中采用这种方法。 相似文献
42.
A simple formulation for predicting the ultimate strength of ships 总被引:11,自引:0,他引:11
The aim of this study is to derive a simple analytical formula for predicting the ultimate collapse strength of a single- and double-hull ship under a vertical bending moment, and also to characterize the accuracy and applicability for earlier approximate formulations. It is known that a ship hull will reach the overall collapse state if both collapse of the compression flange and yielding of the tension flange occur. Side shells in the vicinity of the compression and the tension flanges will often fail also, but the material around the final neutral axis will remain in the elastic state. Based on this observation, a credible distribution of longitudinal stresses around the hull section at the overall collapse state is assumed, and an explicit analytical equation for calculating the hull ultimate strength is obtained. A comparison between the derived formula and existing expressions is made for largescale box girder models, a one-third-scale frigate hull model, and full-scale ship hulls.List of symbols
A
B
total sectional area of outer bottom
-
A
B
total sectional area of inner bottom
-
A
D
total sectional area of deck
-
A
S
half-sectional area of all sides (including longitudinal bulkheads and inner sides)
-
a
s
sectional area of a longitudinal stiffener with effective plating
-
b
breadth of plate between longitudinal stiffeners
-
D
hull depth
-
D
B
height of double bottom
-
E
Young's modulus
-
g
neutral axis position above the base line in the sagging condition or below the deck in the hogging condition
-
H
depth of hull section in linear elastic state
-
I
s
moment of inertia of a longitudinal stiffener with effective plating
-
l
length of a longitudinal stiffener between transverse beams
-
M
E
elastic bending moment
-
M
p
fully plastic bending moment of hull section
-
M
u
ultimate bending moment capacity of hull section
-
M
uh
,M
us
ultimate bending moment in hogging or sagging conditions
-
r
radius of gyration of a longitudinal stiffener with effective plating [=(I
s
/a
s
)1/2]
-
t
plate thickness
-
Z
elastic section modulus at the compression flange
-
Z
B
,Z
D
elastic section modulus at bottom or deck
-
slenderness ratio of plate between stiffeners [= (b/t)(y/E)1/2]
-
slenderness ratio of a longitudinal stiffener with effective plating [=(l/r)(y/E)1/2]
-
y
yield strength of the material
-
yB
,
yB
,
yD
yield strength of outer bottom, inner bottom
-
yS
deck, or side
-
u
ultimate buckling strength of the compression flange
-
uB
,
uB
,
uD
ultimate buckling strength of outer bottom
-
uS
inner bottom, deck, or side 相似文献
43.
在总结和分析各种工程造价估测方法的基础上,构建了基于模糊理论和造价管理系统之上的造价快速估测模型,并给出了其计算步骤和估测实例,可用于公路工程造价的快速测算。 相似文献
44.
45.
通过对小型铣刨机车体升降系统的简化,建立了液压缸运动速度与流量的传递函数,并且在系统参数静态设计方法的基础上,考虑了系统参数对其动态特性的影响. 相似文献
46.
To ensure the safety of navigating ship, working loads and structural load-carrying capacity are two important aspects. In the present paper, a total simulation system combing load calculation and structural collapse analysis is applied to simulate progressive collapse behaviour of a single-hull Kamsarmax type bulk carrier. A three dimensional singularity distribution method is adopted to calculate pressure distribution with time history. A mixed structural model, collapse part simulated by ISUM elements and remaining part by elastic FEM elements with relative coarse mesh, is proposed for collapse analysis. Progressive collapse behaviour obtained by ISUM is good agreement with that by nonlinear software package, MARC. However, the calculation time of ISUM analysis is about 1/70 of MARC analysis. The applicability to structure system, high accuracy and sufficient efficiency of ISUM had been demonstrated. 相似文献
47.
48.
货车是我国大气环境污染的重要来源之一,也是影响我国碳达峰总体目标实现的重要因
素。本文从货车运营环节入手,在运用生长曲线函数对货车保有量进行预测的基础上,对不同类
型货车的保有量和单车碳排放变化进行研究,并从货车节能技术发展、新能源货车推广和应用进
程两方面入手,分3种情景对货车运营环节中产生的碳排放总量趋势进行预判,推演货车运营环
节的碳达峰时间。研究结果表明,只有同时加快货车节能技术发展以及新能源货车推广和应用
进程,货车运营环节中产生的碳排放总量规模才能得到有效抑制并逐渐减少。若到 2030 年货
车单车燃料消耗水平较 2019 年降低 20%以上,新能源货车在货车整体保有量中的占比达到
20%,到 2060 年货车单车燃料消耗水平较 2019 年降低 50%,新能源货车占比达到 50%,则货车
运营环节碳达峰时间将缩短至2030年左右实现,2030年后货车运营环节产生的碳排放总量规
模将逐渐减少。 相似文献
49.
Nonlinear road pricing charges each traveler based on his/her trip’s corresponding particular attribute level. In order to help authorities in designing road pricing systems at a strategic level, this paper attempts to address two fundamental questions: (i) what is the value of pricing’s nonlinearity for mitigating traffic congestion? (ii) if a nonlinear toll function is implemented, should it be convex, concave or other shape? Specifically, we consider distance-based pricing in linear cities. For linear monocentric cities with heterogeneous travelers, we show that the system optimal distance-based pricing indeed exhibits nonlinearity. It is proved that: (i) the cost-based system optimal toll function is monotonically increasing and concave with respect to the traveled distance; (ii) the time-based system optimal toll function always exists and is unique. If the initial proportion of each traveler group is invariant along a corridor and the demand function is of exponential type, then the time-based system optimal toll function enables the travelers, living further away from a city center, to face a lower toll level per unit distance. For a linear polycentric city, we demonstrate: (i) there always exists the system optimal differentiated (in terms of city centers) toll functions; (ii) it is highly possible that the system optimal non-differentiated toll function does not exist. Hence, we further propose an optimal toll design model, prove the Lipschitz continuity of its objective and adopt a global-optimization algorithm to solve it. 相似文献
50.