首页 | 官方网站   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   2502篇
  免费   1101篇
  国内免费   242篇
地球科学   3845篇
  2025年   27篇
  2024年   97篇
  2023年   100篇
  2022年   101篇
  2021年   128篇
  2020年   115篇
  2019年   128篇
  2018年   98篇
  2017年   121篇
  2016年   106篇
  2015年   134篇
  2014年   145篇
  2013年   189篇
  2012年   189篇
  2011年   160篇
  2010年   128篇
  2009年   160篇
  2008年   134篇
  2007年   183篇
  2006年   139篇
  2005年   120篇
  2004年   152篇
  2003年   101篇
  2002年   99篇
  2001年   90篇
  2000年   80篇
  1999年   75篇
  1998年   95篇
  1997年   78篇
  1996年   74篇
  1995年   55篇
  1994年   56篇
  1993年   54篇
  1992年   39篇
  1991年   25篇
  1990年   22篇
  1989年   17篇
  1988年   11篇
  1987年   10篇
  1986年   4篇
  1985年   1篇
  1984年   1篇
  1982年   1篇
  1981年   2篇
  1979年   1篇
排序方式: 共有3845条查询结果,搜索用时 16 毫秒
1.
The term of geological cycle was used firstly inHutton's" The Earth Theory" in 1788 (Williams,1980). The geological cycles including tectonic cycles and sedimentary cycles have been describedwidely since than. Some researchers have perceivedthat the geolo…  相似文献   
2.
精确同位素地质测年结果表明,沂水岩群形成时代为2 760~2 700Ma,泰山岩群雁翎关岩组、柳杭岩组下亚组和孟家屯岩组形成时代为2 750~2 700Ma,均属新太古代早期;泰山岩群柳杭岩组上亚组、山草峪岩组形成时代为2 600~2 540Ma(被峄山岩套石英闪长岩和傲徕山岩套二长花岗岩侵入),济宁岩群岩浆锆石年龄(2 561±24)Ma,均属新太古代晚期。荆山群和粉子山群的形成时代为古元古代晚期。芝罘群碎屑锆石U-Pb年龄(1 658±32)Ma、(1 792±43)Ma,形成时代为中元古代。云台岩群花果山组碎屑锆石U-Pb年龄800~740Ma,形成时代为新元古代。  相似文献   
3.
邓韫 《华南地震》2003,23(1):51-56
根据1900~2000年中国大陆、台湾及全球地层记录及前人的研究,论证了地层周期存在的可能性及形成机制。作者认为,是太阳活动、月球运动轨道及各行星运动轨道的周期性变化,通过磁力及万有引力改变地球内部物质的分布,从而引起地球自转速度的周期性变化,最终致使地展出现周期性的活跃期及平静期。  相似文献   
4.
从美国发射其第一颗遥感卫星一陆地卫星-1算起的30余年里,世界范围内商业遥感卫星技术已经有了巨大的进步,越来越多的国家和国际团体拥有自己的遥感卫星。除了更多各类的遥感器得以使用外,卫星的图像分辨率和覆盖能力也有了很大的改进。未来的发展更加令人振奋。国外遥感卫星(包括已经发射和计划要发射的卫星)简介是根据从国内外出版物中获得的信息整编而成,旨在给遥感应用提供一个现在和未来图像信息源的总的概念。  相似文献   
5.
抗差估计的多波束测深数据内插方法   总被引:2,自引:0,他引:2  
针对传统多波束测深数据网格化内插方法抗差性不足的问题,该文将抗差估计理论应用于网格化内插方法中。基于不确定度指标建立了距离不确定度联合加权内插模型,在该模型的权函数中引入了等价权,同时给出了等价权设计方案及迭代初值确定原则,以增强模型的抗差性;介绍了一种节点邻域参考点合理选取方法,给出了改进内插法实现的基本步骤,最后通过实测数据对反距离加权法、联合加权法及改进方法内插水深质量进行比较。结果表明,改进方法内插结果要优于另外两种方法,可应用于多波束测深数据网格化处理中。  相似文献   
6.
    
Aimed at investigating the effect of openings on the in‐plane behaviour of masonry infills in reinforced concrete frames, a parametric study is presented based on model calibration via experimental tests. Two types of openings are investigated: central window openings and different combinations of door and window openings based on the typologies of southern European countries. First, a finite element model of the structure is made using the DIANA software program. Then, after calibration with experimental results, a parametric analysis is carried out to investigate the effect of the presence and location of the different types of openings on the in‐plane behaviour of the infilled frame. Finally, different equations for predicting the initial stiffness and lateral strength of infilled frames with any types of openings were obtained. An α factor related to the geometry of the piers between openings is proposed to take into account the location of the openings in the developed equations. Subsequently, the masonry infill panel is replaced by a diagonal strut. An empirical equation is also proposed for the width of an equivalent strut to replace a masonry infill panel with openings in such a way that they possess the same initial stiffness. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   
7.
针对我国劳动争议案件处理的时效制度和仲裁前置程序的规定直接影响劳动争议的解决,提出取消仲裁前置程序,由当事人自愿选择仲裁或诉讼;或者,可以保留劳动争议仲裁的前置程序,但应将仲裁时效与诉讼时效严格区分。  相似文献   
8.
    
For seismic analysis of unreinforced masonry (URM) buildings characterized by a box-like behavior, a widely accepted model is based on the equivalent frame idealization of walls. The equivalent frame model uses 1D elements to represent the vertical piers and horizontal spandrels which are connected by rigid nodes. The mechanical characterization of the elements is one of the crucial aspects to predict reasonably the building seismic behavior. Through the comparison with pseudo-static and dynamic experimental tests performed on two-story full-scale buildings, this paper validates the frame modeling in the OpenSees framework, which includes a fiber-section force-based beam element for the axial-flexural behavior, coupled with a cyclic shear-deformation phenomenological law.  相似文献   
9.
    
The effects of soil–structure interaction (SSI) while designing the liquid column damper (LCD) for seismic vibration control of structures have been presented in this study. The formulation for the input–output relation of a flexible‐base structure with attached LCD has been presented. The superstructure has been modelled by a single‐degree‐of‐freedom (SDOF) system. The non‐linearity in the orifice damping of the LCD has been replaced by equivalent linear viscous damping by using equivalent linearization technique. The force–deformation relationships and damping characteristics of the foundation have been described by complex valued impedance functions. Through a numerical stochastic study in the frequency domain, the various aspects of SSI on the functioning of the LCD have been illustrated. A simpler approach for studying the LCD performance considering SSI, using an equivalent SDOF model for the soil–structure system available in literature by Wolf (Dynamic Soil–Structure Interaction. International Series in Civil Engineering and Engineering Mechanics. Prentice‐Hall: Englewood Cliffs, NJ, 1985) has also been presented. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   
10.
    
We present the first testate amoeba‐based palaeohydrological reconstruction from the Swiss Alps, and the first depth to the water table (DWT) calibration dataset for this region. Compared to existing models, our new calibration dataset performs well (RMSEP = 4.88), despite the length of the water table gradient covered (53 cm). The present‐day topography and vegetation of the study mire Mauntschas suggest that it is partly ombrotrophic (large Sphagnum fuscum hummocks, one of which was the coring site) but mostly under the minerotrophic influence of springs in the mire and runoff from the surrounding area. Ombrotrophic Sphagnum fuscum hummocks developed at the sampling site only during the last 50 years, when testate amoebae indicate a shift towards dry and/or acid conditions. Prior to AD 1950 the water table was much higher, suggesting that the influence of the mineral‐rich water prevented the development of ombrotrophic hummocks. The reconstructed DWT correlated with Pinus cembra pollen accumulation rates, suggesting that testate amoebae living on the mire and P. cembra growing outside of it partly respond to the same factor(s). Finally, temperature trends from the nearby meteorological station paralleled trends in reconstructed DWT. However, contrary to other studies made on raised bogs of northwestern Europe, the highest correlation was observed for winter temperature, despite the fact that testate amoebae would more logically respond to moisture conditions during the growing season. The observed correlation with winter temperature might reflect a control of winter severity on surface moisture during at least the first part of the growing season, through snow melt and soil frost phenomena influencing run‐off. More ecohydrological work on sub‐alpine mires is needed to understand the relationships between climate, testate amoebae and peatland development. Copyright © 2009 John Wiley & Sons, Ltd.  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

京公网安备 11010802026262号