全文获取类型
收费全文 | 363篇 |
免费 | 33篇 |
国内免费 | 60篇 |
专业分类
测绘学 | 72篇 |
大气科学 | 16篇 |
地球物理 | 76篇 |
地质学 | 182篇 |
海洋学 | 53篇 |
天文学 | 2篇 |
综合类 | 48篇 |
自然地理 | 7篇 |
出版年
2024年 | 2篇 |
2023年 | 3篇 |
2022年 | 4篇 |
2021年 | 4篇 |
2020年 | 14篇 |
2019年 | 13篇 |
2018年 | 10篇 |
2017年 | 15篇 |
2016年 | 24篇 |
2015年 | 13篇 |
2014年 | 31篇 |
2013年 | 28篇 |
2012年 | 22篇 |
2011年 | 28篇 |
2010年 | 27篇 |
2009年 | 20篇 |
2008年 | 28篇 |
2007年 | 21篇 |
2006年 | 37篇 |
2005年 | 22篇 |
2004年 | 19篇 |
2003年 | 12篇 |
2002年 | 16篇 |
2001年 | 6篇 |
2000年 | 5篇 |
1999年 | 10篇 |
1998年 | 2篇 |
1997年 | 4篇 |
1996年 | 7篇 |
1995年 | 2篇 |
1994年 | 1篇 |
1989年 | 3篇 |
1986年 | 1篇 |
1984年 | 1篇 |
1977年 | 1篇 |
排序方式: 共有456条查询结果,搜索用时 15 毫秒
1.
随着Linux技术逐步走向成熟,嵌入式Linux技术在海洋自动观测系统中的应用将全面提高海洋观测系统整体性能,降低系统开发成本,进一步推进我国海洋自动观测系统产权自主化的建设。文章就如何研制适用于海洋自动观测系统的嵌入式Linux系统进行了论述。 相似文献
2.
This paper is concerned with the models appropriate for the dynamic assessment of jack-ups, concentrating particularly on the long-term response due to random ocean waves and on work-hardening plasticity models used for spud-can response. A methodology for scaling of short-term statistics, calculated using a Constrained NewWave technique, is shown in a numerical experiment for an example jack-up and central North Sea location. The difference in long-term extreme response statistics due to various footing assumptions is emphasised. Results for two environmental load conditions are described (one excluding and one including wind and current effects) and the role of sea-state severity in the variation of short-term extreme response statistics is also highlighted. 相似文献
3.
嵌岩桩与含沉渣桩低应变动力检测曲线理论计算方法与特征研究 总被引:2,自引:3,他引:2
根据文献[1]、[2]介绍了基桩反射波法动测正演问题的数理模型、计算方法及其通用性,并据此计算了完整嵌岩桩及有不同厚度沉渣的嵌岩桩与摩擦桩的理论曲线。提出了在一定物性参数条件下判断沉渣是否超过规定标准的方法,并给出了数个实例。 相似文献
4.
5.
A multiphase approach for evaluating the horizontal and rocking impedances of pile group foundations
下载免费PDF全文
![点击此处可从《国际地质力学数值与分析法杂志》网站下载免费的PDF全文](/ch/ext_images/free.gif)
This paper advocates the use of a multiphase model, already developed for static or quasi‐static geotechnical engineering problems, for simulating the behaviour of piled raft foundations subject to horizontal as well as rocking dynamic solicitations. It is shown that such a model, implemented in a FEM code, yields appropriate predictions for the foundation impedance characteristics, provided that shear and bending effects in the piles are taken into account, thus corroborating the findings of the asymptotic homogenization theory. Besides, it is notably pointed out that such a multiphase‐based computational tool makes it possible to assess the dynamic behaviour of pile groups in a much quicker way than when using direct numerical simulations, which may face oversized problems when large pile groups are concerned. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
6.
With the application of innovative anchor concepts and advanced technologies in deepwater moorings, anchor behaviors in the seabed are becoming more complicated and pose a great challenge to the analytical methods. In the present work, a large deformation finite element (FE) analysis employing the coupled Eulerian–Lagrangian technique is performed to simulate the installation/mooring line, and then is applied to analyzing comprehensive anchor behaviors in the seabed. By connecting cylindrical units with each other using connector elements, the installation/mooring line is constructed. With the constructed installation/mooring line, FE simulations are carried out to investigate comprehensive anchor behaviors in the seabed, including long-distance penetration of drag anchors, keying of suction embedded plate anchors and non-catastrophic behavior of gravity-installed anchors. Through comparative studies, the accuracy of the proposed method is well examined. A parametric study is also undertaken to quantify the effects of the frictional coefficient, initial embedment depth, and soil weight on the profile of the embedded anchor line and the shackle load. The present work demonstrates that the proposed FE model, which incorporates the installation/mooring line and the anchor, is effective in analyzing the comprehensive anchor behaviors in the seabed. 相似文献
7.
8.
基于PDA的嵌入式移动GIS系统应用研究与开发 总被引:12,自引:1,他引:11
PDA作为嵌入式移动GIS的载体,在城市旅游、个人定位和车辆导航等方面存在着巨大的潜力。笔者结合自行研制的煤、水、电抢修PDA嵌入式移动GIS电子地图导航系统,从系统开发平台与开发工具的选择、系统架构与功能、实现的关键技术等方面进行了详细的介绍,重点研究了无线网络模式数据传输的交互技术。 相似文献
9.
Ring foundation on elastic subgrade: an analytical solution for computer modelling using the Lagrangian multiplier method
下载免费PDF全文
![点击此处可从《国际地质力学数值与分析法杂志》网站下载免费的PDF全文](/ch/ext_images/free.gif)
In the practice of geotechnical engineering, the case of a ring footing carrying a set of concentrated point loads is a common problem. At times, the induced vertical and angular displacements for the ring footing need to be evaluated at a relatively precise level. By making use of the governing set of equations derived for the case of a general curved beam, expressions that can be easily implemented in modern computing software are derived for the vertical and angular displacements of a ring footing of rectangular cross section as functions of the radial position. The loading case considered is a vertical point load, and the soil is modelled as elastic. Estimates of the displacements have been shown for a common range of practical applications. The behaviour for a set of concentrated loads may be evaluated using the derived equations through direct superposition. Nonlinear finite element analysis is used to evaluate the vertical deflection and angular twist of the ring foundation. Numerical analysis performed for three ring foundations with different radii and cross sections is reported to validate the accuracy of the derived analytical solution. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
10.
By using the upper bound finite‐elements limit analysis, with an inclusion of single and two horizontal layers of reinforcements, the ultimate bearing capacity has been computed for a rigid strip footing placed over (i) fully granular, (ii) cohesive‐frictional, and (iii) fully cohesive soils. It is assumed that (i) the reinforcements are structurally strong so that no axial tension failure can occur, (ii) the reinforcement sheets have negligible resistance to bending, and (iii) the shear failure can take place between the reinforcement and soil mass. It is expected that the different approximations on which the analysis has been based would generally remain applicable for reinforcements in the form of geogrid sheets. A method has been proposed to incorporate the effect of the reinforcement in the analysis. The efficiency factors, ηc and ηγ, to be multiplied with Nc and Nγ , for finding the bearing capacity of reinforced foundations, have been established. The results have been obtained (i) for different values of ? in case of fully granular and cohesive‐frictional soils, and (ii) for different rates at which the cohesion increases with depth for a fully cohesive soil. The optimum positions of the reinforcements' layers have also been determined. The effect of the reinforcements' length on the results has also been analyzed. As compared to cohesive soils, the granular soils, especially with higher values of ?, cause a much greater increase in the bearing capacity. The results compare reasonably well with the available theoretical and experimental data from literature. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献