全文获取类型
收费全文 | 1036篇 |
免费 | 166篇 |
国内免费 | 188篇 |
专业分类
测绘学 | 325篇 |
大气科学 | 73篇 |
地球物理 | 212篇 |
地质学 | 413篇 |
海洋学 | 100篇 |
天文学 | 38篇 |
综合类 | 173篇 |
自然地理 | 56篇 |
出版年
2023年 | 9篇 |
2022年 | 25篇 |
2021年 | 37篇 |
2020年 | 64篇 |
2019年 | 57篇 |
2018年 | 45篇 |
2017年 | 62篇 |
2016年 | 76篇 |
2015年 | 79篇 |
2014年 | 76篇 |
2013年 | 92篇 |
2012年 | 82篇 |
2011年 | 91篇 |
2010年 | 59篇 |
2009年 | 71篇 |
2008年 | 60篇 |
2007年 | 72篇 |
2006年 | 57篇 |
2005年 | 47篇 |
2004年 | 44篇 |
2003年 | 45篇 |
2002年 | 20篇 |
2001年 | 17篇 |
2000年 | 18篇 |
1999年 | 14篇 |
1998年 | 9篇 |
1997年 | 11篇 |
1996年 | 6篇 |
1995年 | 7篇 |
1994年 | 7篇 |
1993年 | 6篇 |
1992年 | 4篇 |
1991年 | 6篇 |
1990年 | 5篇 |
1989年 | 2篇 |
1988年 | 3篇 |
1986年 | 3篇 |
1985年 | 1篇 |
1972年 | 1篇 |
排序方式: 共有1390条查询结果,搜索用时 15 毫秒
51.
The dry‐stone retaining walls (DSRW) have been tipped as a promising solution for sustainable development. However, before recently, their behavior is relatively obscure. In this study, discrete element method (DEM) approach was applied to simulate the plane strain failure of these walls. A commercial DEM package (PFC2D™) was used throughout this study. The authors used a fully discrete approach; thus, both the wall and the backfill were modeled as discrete elements. The methodology for obtaining the micromechanical parameters was discussed in detail; this includes the three mechanical sub‐systems of DSRWs: wall, backfill and interface. The models were loaded progressively until failure, and then the results were compared with the full‐scale experimental results where the walls were loaded, respectively, with hydrostatic load and backfill. Despite its complexity and its intensive calculation time, DEM model can then be used to validate a more simplified approach. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
52.
A coupled discrete element model for the simulation of soil and water flow through an orifice 下载免费PDF全文
Soil erosion around defective underground pipes can cause ground collapses and sinkholes in urban areas. Most of these soil erosion events are caused by fluidization of the surrounding soil with subsequent washing into defective sewer pipes. In this study, this soil erosion process is simplified as the gradual washout of sand particles mixed with water through an orifice. The discrete element method is used to simulate the large deformation behavior of the sand particles, and the Darcy fluid model is coupled with this approach to simulate fluid flow through porous sand media. A coupled 3D discrete element model is developed and implemented based on this scheme. To simulate previous experiments using this coupled model considering the current computing capacity, we incorporated a ‘supply layer’ to study the continuous erosion process. The coupled model can predict the erosion flow rates of sand and water and the shape of erosion void. Thus, the model can be used as an effective and efficient tool to investigate the soil erosion process around defective pipes. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献
53.
For civil engineering structures with a tightness role, structural permeability is a key issue. In this context, this paper presents a new proposition of a numerical modelling of leakage rate through a cracked concrete structure undergoing mode I cracking. The mechanical state of the material, considered in the framework of continuum mechanics based on finite element modelling, is described by means of the stress‐based nonlocal damage model which takes into account the stress state and provides realistic local mechanical fields. A semi‐discrete method based on the strong discontinuity approach to estimate crack opening is then considered in the post‐treatment phase. Using a Poiseuille's like relation, the coupling between the mechanical state of the material and its dry gas conductivity is performed. For validation purposes, an original experimental campaign is conducted on a dry concrete disc loaded in a splitting setup. During the loading, gas conductivity and digital image correlation analysis are performed. The comparison with the 3D experimental mechanical global response highlights the performance of the mechanical model. The comparison between crack openings measured by digital image correlation and estimated by the strong discontinuity method shows a good agreement. Finally, the results of the semi‐discrete approach coupled with the gas conductivity compared with experimental data show a good estimation of the structural conductivity. Consequently, if the mechanical problem is well modelled at the global scale, then the proposed approach provides good estimation of gas conductivity. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
54.
Optical buffers are critical for optical signal processing in future optical packet-switched networks. In this paper, a theoretical study as well as an experimental demonstration on a new optical buffer with large dynamical delay time is carried out based on cascaded double loop optical buffers (DLOBs). It is found that pulse distortion can be restrained by a negative optical control mode when the optical packet is in the loop. Noise analysis indicates that it is feasible to realise a large variable delay range by cascaded DLOBs. These conclusions are validated by the experiment system with 4-stage cascaded DLOBs. Both the theoretical simulations and the experimental results indicate that a large delay range of 1--9999 times the basic delay unit and a fine granularity of 25 ns can be achieved by the cascaded DLOBs. The performance of the cascaded DLOBs is suitable for the all optical networks. 相似文献
55.
在中国区域定位系统(Chinese Area Positioning System,CAPS)中,带通滤波器是用户接收机的重要组成部分,对于宽频测距码来说,其群时延特性是测距的重要误差来源之一.分析了接收机码跟踪环路,给出相关函数估算测距偏差,对带通滤波器群时延开展仿真分析,并研究了改进接收机设计以优化群时延特性的方法.研究对GNSS接收机的射频和环路设计有一定借鉴意义. 相似文献
56.
以武汉地区为例,本文推导无线电探空推导的大气加权平均温度模型并对其可靠性进行检验。采用武汉无线电探空数据推算武汉地区的大气加权平均温度计算模型,以此模型计算GPS可降水量,通过与无线电探空结果比较来检验该模型的精确度。在WHDH站GPS可降水量与无线电探空的比较中,两者差值的均方根为3.0mm,两者的相关性达到了0.952。利用中国地壳运动监测网络2002年武汉站GPS数据和武汉地区大气加权平均温度模型推算的可降水量与无线电探空比较,GPS可降水量与无线电探空可降水量在数值上和发展趋势上比较接近,说明了无线电探空的大气加权平均温度模型的可靠性。 相似文献
57.
58.
59.
60.