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   4348篇
  免费   1498篇
  国内免费   247篇
测绘学   123篇
大气科学   265篇
地球物理   2356篇
地质学   1936篇
海洋学   323篇
天文学   561篇
综合类   129篇
自然地理   400篇
  2024年   5篇
  2023年   17篇
  2022年   43篇
  2021年   80篇
  2020年   101篇
  2019年   247篇
  2018年   254篇
  2017年   343篇
  2016年   407篇
  2015年   412篇
  2014年   447篇
  2013年   492篇
  2012年   356篇
  2011年   343篇
  2010年   334篇
  2009年   227篇
  2008年   275篇
  2007年   203篇
  2006年   165篇
  2005年   150篇
  2004年   129篇
  2003年   162篇
  2002年   179篇
  2001年   154篇
  2000年   154篇
  1999年   75篇
  1998年   46篇
  1997年   38篇
  1996年   43篇
  1995年   42篇
  1994年   38篇
  1993年   25篇
  1992年   22篇
  1991年   18篇
  1990年   12篇
  1989年   14篇
  1988年   14篇
  1987年   9篇
  1986年   4篇
  1985年   1篇
  1984年   3篇
  1983年   4篇
  1981年   3篇
  1978年   2篇
  1958年   1篇
排序方式: 共有6093条查询结果,搜索用时 31 毫秒
61.
历史地震资料与地震的中长期预测   总被引:1,自引:0,他引:1  
故障诊断模型的基本内容是根据动态系统的外部特征来判断系统内部是否发生故障及确定故障发生的部位、时间和大小。由于故障诊断技术在监测及诊断故障的思路上和地震预报有很多相似之处,因此,把故障诊断技术应用于地震预报是可行的。由于该模型与其他数学模型一样,需要有较多的学习过程,所以历史地震资料在该模型中有重要作用。而其中的鲁棒性故障诊断模型在抑制各子模型的个性,凸现其共性方面有其特有的性质,所以把它作为一种综合模型,能抑制各子模型的个性,突出在地震预测方面的共性,从而提高预测的精确性。本文根据一个实例,说明了这种综合性模型的可行性。在文章的最后,由信息量的分析,说明了模型的鲁棒性特征。  相似文献   
62.
Contradictory results are reported for the behaviour of quaternary ammonium compounds (QACs) in sewage treatment plants (STPs). QACs may sorb onto activated sludge. Only little information is available with respect to effects of QACs against bacteria in STPs. Only 5 to 15 % of bacteria present in sewage sludge can be detected by means of culture dependent microbiological methods. The shift of the bacterial populations due to effects of test compounds have not been studied up to now with culture independent methods. The microbial populations shift was studied in situ using culture independent chemotaxonomy profiling ubiquinones and polyamines. Additionally, toxic effects of QACs against bacteria present in the test vessels of the Zahn‐Wellens test (OECD 302 B) were assessed with a toxicity control in the test. The ubiquinone profiles representing changes in Gram‐negative populations mainly showed that the activated sludge was affected only in test vessels containing benzalkonium chloride. According to chemotaxonomy Acinetobacter or/and some members of Pseudomonas spp. have been selected by benzalkonium chloride after some adaptation period (8 to 12 days).  相似文献   
63.
In the Négron River catchment area (162 km2), surface‐sediment stores are composed of periglacial calcareous ‘grèze’ (5 × 106 t) and loess (21 × 106 t), and Holocene alluvium (12·6 × 106 t), peat (0·6 × 106 t) and colluvium (18·5 × 106 t). Seventy‐five per cent of the Holocene sediments is stored along the thalwegs. Present net sediment yield, calculated from solid discharge at the Négron outlet, is low (0·6 t km?2 a?1) due to the dominance of carbonate rocks in the catchment. Mean sediment yield during the Holocene period is 7·0 t km?2 a?1 from alluvium stores and 7·6 t km?2 a?1 from colluvium stores. Thus, the gross sediment yield during the Holocene period is about 18·7 t km?2 a?1 and the sediment delivery ratio 3 per cent. The yield considerably varies from one sub‐basin to another (3·9 to 24·5 t km?2 a?1) according to lithology: about 25 per cent and 50 per cent of initial stores of periglacial grèze and loess respectively were reworked during the Holocene period. Sediment yield has increased by a factor of 6 in the last 1000 years, due to the development of agriculture. The very high rate of sediment storage on the slope during that period (88 per cent of the yield) can be accounted for by the formation of cultivation steps (‘rideaux’). It is predicted that the current destruction of these steps will result in a sediment wave reaching the valley floors in the coming decades. Subboreal and Subatlantic sediments and pollen assemblages in the Taligny marsh, where one‐third of the alluvium is stored, show the predominant influence of human activity during these periods in the Négron catchment. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   
64.
薄钢板剪力墙抗震性能试验研究   总被引:15,自引:6,他引:15  
通过4个薄钢板剪力墙和1个钢筋混凝土框架的试验,研究了薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明,利用薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明,利用薄钢板剪力墙作为抗侧力构件是可行的。在钢筋混凝土框架中设置薄钢板可有效地增加刚度,承载力和耗能性能。  相似文献   
65.
GIS支持下青海湖地区草地蝗虫发生的地形分析   总被引:7,自引:0,他引:7  
草地蝗虫发生的地形分析是建立草地蝗虫发生预报模型的基础,以青海湖地区为实验区,在Arc/Info和ArcView地理信息系统的支持下,进行草地蝗虫发生与各地形变量(包括海拔高度、坡度与坡向)的叠置分析,提取草地蝗虫发生的地形信息数据库,然后,分别采用T-检验(对连续变量-海拔高度和坡度)和卡方(Chisquare)检验(对类变量-坡向类型)进行各地形变量对草地蝗虫发生的差异显著性检验,结果表明,海拔高度和坡度对草地蝗虫发生的影响极为显著(显著性水平p=0.000),而坡向地草地蝗虫发生的影响不是特别明显(显著性水平p=0.039)。  相似文献   
66.
黄少敏 《热带地理》2002,22(2):185-189
从第四纪地质学及历史地貌学出发,对《广州秦汉考古三大发现》一书中提出的,在2100多年前广州古城区曾经出现过东、西半岛和古河汊地貌表示怀疑。据当时的古地理环境看,古代南越国王宫遗址的建筑是在已干涸的陆地之上进行的,而王宫建筑底部的本质结构是一种建筑基础措施,而非“造船工场(船台)”。  相似文献   
67.
星载微波散射计技术及其在极地的应用   总被引:1,自引:0,他引:1       下载免费PDF全文
程晓  鄂栋臣  邵芸  李震 《极地研究》2003,15(2):151-159
简要介绍了微波散射计的原理、星载微波散射计的发展状况及用于提高散射计图像空间分辨率的图像滤波重建算法。在此基础上结合几种星载微波散射计数据简要介绍了微波散射计在南北两极的应用情况 (海冰图测绘、海冰运动监测、海冰分类、极地冰盖研究等 )及其未来研究展望。  相似文献   
68.
Investigated is the accuracy in estimating the response of asymmetric one‐storey systems with non‐linear viscoelastic (VE) dampers by analysing the corresponding linear viscous system wherein all non‐linear VE dampers are replaced by their energy‐equivalent linear viscous dampers. The response of the corresponding linear viscous system is determined by response history analysis (RHA) and by response spectrum analysis (RSA) extended for non‐classically damped systems. The flexible and stiff edge deformations and plan rotation of the corresponding linear viscous system determined by the extended RSA procedure is shown to be sufficiently accurate for design applications with errors generally between 10 and 20%. Although similar accuracy is also shown for the ‘pseudo‐velocity’ of non‐linear VE dampers, the peak force of the non‐linear VE damper cannot be estimated directly from the peak damper force of the corresponding linear viscous system. A simple correction for damper force is proposed and shown to be accurate (with errors not exceeding 15%). For practical applications, an iterative linear analysis procedure is developed for determining the amplitude‐ and frequency‐dependent supplemental damping properties of the corresponding linear viscous system and for estimating the response of asymmetric one‐storey systems with non‐linear VE dampers from the earthquake design (or response) spectrum. Finally, a procedure is developed for designing non‐linear supplemental damping systems that satisfy given design criteria for a given design spectrum. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
69.
Results of a detailed statistical study of constant relative strength inelastic displacement ratios to estimate maximum lateral inelastic displacement demands on existing structures from maximum lateral elastic displacement demands are presented. These ratios were computed for single‐degree‐of‐freedom systems with different levels of lateral strength normalized to the strength required to remain elastic when subjected to a relatively large ensemble of recorded earthquake ground motions. Three groups of soil conditions with shear wave velocities higher than 180m/s are considered. The influence of period of vibration, level of lateral yielding strength, site conditions, earthquake magnitude, distance to the source, and strain‐hardening ratio are evaluated and discussed. Mean inelastic displacement ratios and those associated with various percentiles are presented. A special emphasis is given to the dispersion of these ratios. It is concluded that distance to the source has a negligible influence on constant relative strength inelastic displacement ratios. However, for periods smaller than 1s earthquake magnitude and soil conditions have a moderate influence on these ratios. Strain hardening decreases maximum inelastic displacement at a fairly constant rate depending on the level of relative strength for periods of vibration longer than about 1.0s while it decreases maximum inelastic displacement non‐linearly as the period of vibration shortens and as the relative‐strength ratio increases for periods of vibration shorter than 1.0s. Finally, results from non‐linear regression analyses are presented that provide a simplified expression to be used to approximate mean inelastic displacement ratios during the evaluation of existing structures built on firm sites. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
70.
邵泽宝  刘乃行  王松江 《地下水》2003,25(4):251-253
水资源匮乏已成为当今社会发展不可回避的主要问题,成为制约国民经济快速、稳定、健康发展的“瓶颈”,解决这一问题成为当务之急,本文就城市节水存在的问题,提出了加强节水管理的综合性措施。  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