首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   2642篇
  免费   477篇
  国内免费   474篇
测绘学   263篇
大气科学   454篇
地球物理   635篇
地质学   1162篇
海洋学   402篇
天文学   174篇
综合类   158篇
自然地理   345篇
  2024年   11篇
  2023年   41篇
  2022年   97篇
  2021年   143篇
  2020年   118篇
  2019年   126篇
  2018年   152篇
  2017年   166篇
  2016年   171篇
  2015年   172篇
  2014年   185篇
  2013年   202篇
  2012年   233篇
  2011年   248篇
  2010年   203篇
  2009年   200篇
  2008年   196篇
  2007年   131篇
  2006年   131篇
  2005年   133篇
  2004年   75篇
  2003年   79篇
  2002年   61篇
  2001年   44篇
  2000年   36篇
  1999年   36篇
  1998年   20篇
  1997年   15篇
  1996年   22篇
  1995年   25篇
  1994年   17篇
  1993年   9篇
  1992年   16篇
  1991年   18篇
  1990年   14篇
  1989年   6篇
  1988年   4篇
  1987年   4篇
  1986年   5篇
  1985年   3篇
  1984年   2篇
  1983年   2篇
  1982年   2篇
  1980年   2篇
  1979年   4篇
  1977年   2篇
  1976年   2篇
  1975年   2篇
  1974年   2篇
  1954年   1篇
排序方式: 共有3593条查询结果,搜索用时 156 毫秒
21.
Previous work on three‐dimensional shakedown analysis of cohesive‐frictional materials under moving surface loads has been entirely for isotropic materials. As a result, the effects of anisotropy, both elastic and plastic, of soil and pavement materials are ignored. This paper will, for the first time, develop three‐dimensional shakedown solutions to allow for the variation of elastic and plastic material properties with direction. Melan's lower‐bound shakedown theorem is used to derive shakedown solutions. In particular, a generalised, anisotropic Mohr–Coulomb yield criterion and cross‐anisotropic elastic stress fields are utilised to develop anisotropic shakedown solutions. It is found that shakedown solutions for anisotropic materials are dominated by Young's modulus ratio for the cases of subsurface failure and by shear modulus ratio for the cases of surface failure. Plastic anisotropy is mainly controlled by material cohesion ratio, the rise of which increases the shakedown limit until a maximum value is reached. The anisotropic shakedown limit varies with frictional coefficient, and the peak value may not occur for the case of normal loading only. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   
22.
23.
Some of the tridymite in the monomict Northwest Africa (NWA) 11591 eucrite are found to have sulfide‐rich replacement textures (SRTs) to varying degrees. The SRTs of tridymite in NWA 11591 are characterized by the distribution of loose porous regions with aggregates of quartz and minor troilite grains along the rims and fractures of the tridymite, and we propose a new mechanism for the origin of this texture. According to the volume and density conversion relationship, the quartz in the SRT of tridymite with a hackle fracture pattern was transformed from tridymite. We suggest that the primary tridymite grains are affected by the S‐rich vapors along the rims and fractures, leading to the transformation of tridymite into quartz. In addition, the S‐rich vapors reacted with Fe2+, which was transported from the relict tridymite and/or the adjacent Fe‐rich minerals, and/or the S‐rich vapors react with the exotic metallic Fe to form troilite grains. The sulfurization in NWA 11591 most likely occurred during the prolonged subsolidus thermal metamorphism in the shallow crust of Vesta and might be an open, relatively high temperature (>800 °C) process. Sulfur would be an important component of the metasomatic fluid on Vesta.  相似文献   
24.
一种顾及道路影响的点要素注记配置遗传禁忌搜索算法   总被引:1,自引:0,他引:1  
为使地图上点要素注记配置更美观易读,利用遗传算法的全局寻优能力和禁忌搜索算法的"爬山能力",在考虑传统点要素注记配置约束条件的同时,考虑点要素与道路间的关系,提出了一种顾及道路要素影响的遗传禁忌搜索算法,并从解算精度、运行效率及稳健性3个方面对该算法进行评价。本文以福建省泉州市惠安县1:20万比例尺的乡村点状地形图数据进行试验,试验结果表明,与遗传算法、禁忌搜索算法和ArcGIS软件相比,该算法的算法精度和稳健性均有所提高,但是计算效率略低于禁忌算法,且点要素注记与点要素、道路要素的压盖量最少,与点要素、道路要素注记的交叉量最少。  相似文献   
25.
分别构建广州主建成区垂直比例尺为1﹕2 000、1﹕1 000和1﹕500的3个建筑物模型,利用大型边界层风洞,在西北和东南两风向下,基于中性流模拟分析了复杂城市地形下湍流度随高度的变化及其对宏观地形的依赖。结果表明:风廓线指数α与不同高度的湍流度之间的关系密切,利用现有模型,根据4类粗糙度边界层和不同垂直比例尺,可确定相应的湍流度随高度变化模型的主要系数,预测精度高。城市地形下最大湍流度面发育在0~0.2 h之间狭窄的范围内。用湍流度形态指数β来表征湍流度随高度的变化,无论城市屋脊还是平坦地形,随着风程区的延伸,廓线的指数α升高,湍流度形态指数β降低。表明同一高度湍流度值具有由迎风区、丘顶区向背风区增高,沿风程逐渐增大的规律,对地形部位和风程的依赖性强,与来流翻越简单地形时的特征一致。  相似文献   
26.
The correct characterization of aquifer parameters is essential for water‐supply and water‐quality investigations. Slug tests are widely used for these purposes. While free software is available to interpret slug tests, some codes are not user‐friendly, or do not include a wide range of methods to interpret the results, or do not include automatic, inverse solutions to the test data. The private sector has also generated several good programs to interpret slug test data, but they are not free of charge. The computer program SlugIn 1.0 is available online for free download, and is demonstrated to aid in the analysis of slug tests to estimate hydraulic parameters. The program provides an easy‐to‐use Graphical User Interface. SlugIn 1.0 incorporates automated parameter estimation and facilitates the visualization of several interpretations of the same test. It incorporates solutions for confined and unconfined aquifers, partially penetrating wells, skin effects, shape factor, anisotropy, high hydraulic conductivity formations and the Mace test for large‐diameter wells. It is available in English and Spanish and can be downloaded from the web site of the Geological Survey of Spain. Two field examples are presented to illustrate how the software operates.  相似文献   
27.
为解决目前我国海洋环境监测站位编码不统一、不唯一和不稳定等问题,提高监测数据应用水平和海洋信息化能力,文章参考我国渔区编码规则,基于海洋环境监测站位的地理坐标设计站位代码,并以山东省海域为例具体说明。海洋环境监测站位代码由监测区、监测小区和监测点3个部分组成8位阿拉伯数字,将海域按经、纬度各30′划分监测区并顺序编码0000~9999(第1~4位),将每个监测区按经、纬度各3′划分监测小区并顺序编码00~99(第5~6位),将每个监测小区按经、纬度各0.3′划分监测点并顺序编码00~99(第7~8位)。该代码设计规则仅与监测站位的地理坐标相关,具有统一性、唯一性和稳定性,且容量较大,可满足我国海洋环境趋势性监测和绝大部分海洋环境业务化监测的需要。  相似文献   
28.
Using the 7 100 absolute first arrivals of P waves and 91 513 relative P arrival times of 726 events at the northeastern margin of the Ordos block since 2009, the 3D fine structure of P wave velocity within the depth of 15km in the crust was inverted by the double difference seismic tomography method. The results show that there exist obvious high-speed continuous bodies in the northwest of the study area, and their lateral areas increase gradually with depth, while the velocity of east and south is relatively low. The velocity inhomogeneity exists and differs at different depths. The lateral differences of velocity are related to seismicity and faults. The 5~15km depth profile shows that earthquakes tend to occur in the area with relatively high velocity or high speed transition zones, which to some extent reflects the fragility of regional crustal media and the strong differential movement of faults in vertical and horizontal directions where the crust body is easy to absorb and store strain energy and generate major earthquakes. A "Y"-shape low-velocity channel is present in the lower crust around Liangcheng, corresponding to the NW-trending Heilaoyao-Shahukou fault set, which may reveal the migration path of the Late Tertiary-Quaternary basalt eruption. The Helingeer M6.2 earthquake in 1976 was related to the formation of the locking section of the thermal welding in this area. The three-dimensional fine structure of P wave velocity presented in this paper provides intuitive seismological evidence for physical and chemical properties of crustal media and the deep tectonic environment of earthquake preparation.  相似文献   
29.
Image network geometry, including the number and orientation of images, impacts the error, coverage, and processing time of 3D terrain mapping performed using structure-from-motion and multiview-stereo (SfM-MVS). Few studies have quantified trade-offs in error and processing time or ways to optimize image acquisition in diverse topographic conditions. Here, we determine suitable camera locations for image acquisition by minimizing the occlusion produced by topography. Viewshed analysis is used to select the suitable images, which requires a preliminary digital elevation model (DEM), potential camera locations, and sensor parameters. One aerial and two ground-based image collections were used to analyse differences between SfM-MVS models produced using: (1) all available images (ALL); (2) images selected using conventional methods (CON); and (3) images selected using the viewshed analysis (VIEW). The resulting models were compared with benchmark point clouds acquired by a terrestrial laser scanner (TLS) and TLS-derived DEMs. The VIEW datasets produced denser point clouds (28–32% more points) and DEMs with up to 66% reduction in error compared with CON datasets due to reduction of gaps in the DEM. VIEW datasets reduced processing time by 37–76% compared with ALL, with no reduction in coverage or increase in error. DEMs produced with ALL and VIEW datasets had similar slope and roughness, while slight differences that may be locally important were observed for the CON dataset. The new method helps optimize SfM-MVS image collection strategies that significantly reduce the number of images required with minimal loss in coverage or accuracy over complex surfaces. © 2020 John Wiley & Sons, Ltd.  相似文献   
30.
Zong-Jie  Li  Jin-Zhu  Ma  Hai-Chao  Yu  Huan  Yang  Ling-Ling  Song  Zong-Xing  Li  Juan  Gui 《Environmental Earth Sciences》2020,79(10):1-17
The risk management of cascade reservoir systems (CRSs) is a major public challenge, and the establishment of risk criteria is critical to solving this iss  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号