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   2513篇
  免费   539篇
  国内免费   1189篇
测绘学   75篇
大气科学   19篇
地球物理   317篇
地质学   3305篇
海洋学   270篇
天文学   28篇
综合类   136篇
自然地理   91篇
  2024年   10篇
  2023年   43篇
  2022年   87篇
  2021年   114篇
  2020年   116篇
  2019年   128篇
  2018年   89篇
  2017年   102篇
  2016年   113篇
  2015年   154篇
  2014年   174篇
  2013年   194篇
  2012年   154篇
  2011年   204篇
  2010年   216篇
  2009年   194篇
  2008年   188篇
  2007年   181篇
  2006年   228篇
  2005年   169篇
  2004年   186篇
  2003年   158篇
  2002年   102篇
  2001年   120篇
  2000年   105篇
  1999年   112篇
  1998年   110篇
  1997年   96篇
  1996年   79篇
  1995年   64篇
  1994年   40篇
  1993年   62篇
  1992年   30篇
  1991年   25篇
  1990年   10篇
  1989年   15篇
  1988年   11篇
  1987年   7篇
  1986年   9篇
  1985年   9篇
  1984年   7篇
  1980年   3篇
  1977年   2篇
  1976年   1篇
  1975年   1篇
  1974年   2篇
  1973年   6篇
  1972年   3篇
  1971年   3篇
  1954年   3篇
排序方式: 共有4241条查询结果,搜索用时 109 毫秒
31.
等深流沉积研究现状与展望   总被引:6,自引:0,他引:6  
本文根据国内外等深流及其沉积的研究成果,概述了它们的研究进展,且详细阐述了等深流沉积特征和沉积类型,并指出等深岩丘的发现是该领域最为重要、最具特色的突出成果以及等深流沉积研究的油气勘探意义.虽然随着深海钻探计划和大洋钻探项目的开展,等深流沉积研究取得了较大进展,但现代等深流沉积和古代等深流沉积的研究在一定程度上发展尚不平衡,仍存在着较多问题,尤其是在古代等深流沉积研究方面显得更为薄弱.最为重要的是,等深流沉积的识别是该领域研究的最大难题.因此,在其未来研究上,应注意运用地震波识别、遥感等现代科技调查手段,进行多学科综合研究,尽快建立一套完善的识别标志,如沉积学标志、古生物标志等,以促使其逐渐成为海洋沉积学中一个更为完善的研究领域.  相似文献   
32.
北黄海盆地区域地质特征   总被引:6,自引:1,他引:6  
北黄海盆地位于黄海的北部,由于勘探程度低,研究投入少,使得它成为我国迄今为止尚未发现油气的惟一海区。随着我国在南黄海盆地和朝鲜在北黄海盆地东部发现油气,如何实现北黄海盆地油气突破,成为我们研究的焦点。结合该区现有资料和前人研究成果,对北黄海盆地的地球物理场和地质构造特征进行了全面的论述,并在此基础上,对该区油气资源远景作了初步评价。  相似文献   
33.
The main aim of this work is to derive a correct formulation for the characteristic resistance of a mooring line segment with lognormally distributed component resistances and substitute an equation proposed by Vazquez-Hernandez et al. [Vazquez-Hernandez AO, Ellwanger GB, Sagrilo LVS. Reliability-based comparative study for mooring lines design criteria. Appl Ocean Res 2006; 28(6):398–406] in a paper published in this journal, which is not correct. The mooring line is considered as a series system and the resistances of individual components of a line segment are statistically independent and identically distributed; furthermore, the case of normally distributed component resistances is also discussed. A comparison with the corresponding equation proposed by DNV-OS-E301 is given. Results show that the formula proposed by Vazquez-Hernandez et al. [Vazquez-Hernandez AO, Ellwanger GB, Sagrilo LVS. Reliability-based comparative study for mooring lines design criteria. Appl Ocean Res 2006; 28(6):398–406] overestimates quite significantly the characteristic resistance of a mooring line segment.  相似文献   
34.
南澎列岛及邻近海域地质地貌与灾害地质分析   总被引:2,自引:1,他引:2  
南澎列岛及邻近海域是广东沿海灾害地质因素较集中和类型较齐全的地区之一。根据野外调查资料,简要地分析了区内地质地貌以及活动断裂、地震活动、地面沉降、滑坡、地裂和沙土液化等基本特征和分布规律,同时还对区内地质灾害进行了初步分析。  相似文献   
35.
南沙群岛海区珊瑚礁灾害性地质分析   总被引:3,自引:0,他引:3  
珊瑚礁是一种特殊的岩土介质,有独特的灾害地质类型。珊瑚礁灾害地质研究是现代工程地质学的一个新课题。通过珊瑚礁的地质记录研究了内动力灾害地质类型(包括活动断裂、地震和火山活动等)、外动力灾害地质类型(包括海底槽谷与地形突变带、崩塌、滑坡、峰礁与埋藏礁、泥丘、埋藏负地貌等),同时还分析了人类活动对珊瑚礁发育的影响。  相似文献   
36.
A numerical procedure is described for predicting the motion and structural responses of tension leg platforms (TLPs) in waves. The developed numerical approach, in a TLP is assumed to be flexible instead of rigid, is based on a combination of the three dimensional source distribution method and the finite-element method. The hydrodynamic interactions among TLP members, such as columns and pontoons, are included in the motion and structural response analysis. Numerical results are compared with the experimental and numerical ones. The results of comparison confirmed the validity of the proposed approach.  相似文献   
37.
青岛胶州湾3.2级地震构造背景与控震断裂   总被引:1,自引:0,他引:1  
本文应用构造分析的方法 ,对青岛胶州湾 3.2级地震发生的地震地质背景和构造背景进行分析。结果表明 :胶州湾 3.2级地震主要受 NEE向郝官庄断裂和 NNW向大沽河断裂控制 ,并根据现代活动断裂的标志 ,对上述 2组断裂活动性特征作了阐述  相似文献   
38.
Detailed structural interpretation of the recently acquired deep seismic multichannel profiles along the Iberian Atlantic Margins (IAM Project) provides new results on the geodynamic evolution of the eastern part of the Azores-Gibraltar plate boundary. Thrusting and folding of the oceanic basement and of Mesozoic and Cenozoic sedimentary cover of the Gorringe Bank region are consistent with the N–S convergence of Iberia and Africa. Compressive structures in the Gorringe Bank region are spread over a wide area. Deformation under compression took place mainly in Tertiary times, as is evidenced by a basal unconformity and several discontinuities in Tertiary sediments, although some deformation has also been recorded in Quaternary sediments. The compressive structures in the Gulf of Cadiz are E–W oriented thrusts, folds and related diapiric structures. N–S oriented transpressive deformation is likely to occur in the western Portuguese platform. There is no continuity of structures from the oceanic to the continental domain, suggesting that deformation transfers from one side to the other through a transcurrent fault zone. The fault contact between the two domains is located in the ocean-continent transition zone.  相似文献   
39.
The characteristic environmental load effect for the design of mooring systems of floating units can be defined by means of three procedures: (a) the one associated to an extreme sea state with a given return period, (b) the worst one from a set of sea states on a contour line associated to a return period or (c) the extreme one based on response statistics for a long-term period. This work presents the result of a reliability-based partial safety factor calibration study for a LRFD mooring line design criteria considering the three approaches mentioned above. The calibration exercise is applied to three FPSOs considering North Sea environmental conditions and different water depths: 200, 800 and 3000 m. The mooring systems investigated take into account mooring lines made up of chains and polyester ropes. It is shown that, among all cases investigated, the design procedure based on the long-term response is the one that presents less scattered reliability indices around the target level.  相似文献   
40.
A.A. Shah  A. Umar  N.A. Siddiqui   《Ocean Engineering》2005,32(10):1216-1234
In the present study, a methodology for reliability assessment of slack and taut mooring systems against instability has been presented. For this purpose, first, stability analysis of slack and taut mooring systems has been carried out and instable regions are obtained using procedure available in the literature. Having known the instable region(s), methodology for reliability assessment has been proposed which is based on Monte Carlo Simulation technique. After using the proposed methodology, probabilities of failure and reliability indices has been obtained for the above systems. Some parametric studies, such as, effect of lower and upper limits of instability and effect of frequency range of generations are also included to obtain the results of practical interest.  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