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   9328篇
  免费   1613篇
  国内免费   1462篇
测绘学   1014篇
大气科学   934篇
地球物理   3446篇
地质学   3779篇
海洋学   1046篇
天文学   261篇
综合类   612篇
自然地理   1311篇
  2024年   49篇
  2023年   131篇
  2022年   263篇
  2021年   416篇
  2020年   423篇
  2019年   421篇
  2018年   366篇
  2017年   461篇
  2016年   462篇
  2015年   451篇
  2014年   552篇
  2013年   710篇
  2012年   539篇
  2011年   578篇
  2010年   490篇
  2009年   505篇
  2008年   560篇
  2007年   569篇
  2006年   575篇
  2005年   454篇
  2004年   389篇
  2003年   405篇
  2002年   360篇
  2001年   289篇
  2000年   271篇
  1999年   267篇
  1998年   233篇
  1997年   215篇
  1996年   182篇
  1995年   137篇
  1994年   124篇
  1993年   103篇
  1992年   78篇
  1991年   59篇
  1990年   62篇
  1989年   36篇
  1988年   32篇
  1987年   31篇
  1986年   12篇
  1985年   15篇
  1984年   13篇
  1983年   23篇
  1982年   15篇
  1981年   13篇
  1980年   19篇
  1979年   10篇
  1978年   6篇
  1976年   8篇
  1974年   4篇
  1954年   5篇
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
81.
以中国大陆科学钻探实时记录网页的开发为例,介绍了在开发网络数据库时,利用Excel组件作输入界面,实现查询界面上表格的表头和表尾不动、而中间行可以滚动,实现回次滚动查询和界面实时刷新。  相似文献   
82.
为了以新途径探索长江水量变化规律并在此基础上做出预测,全面而系统地研究了宜昌站日流量混沌变化特性并建立了新预测模型.重点论述相空间嵌入滞时的确定.分析了传统的自相关函数法和真实矢量场法确定嵌入滞时的优劣,并提出以广义相关函数合理确定嵌入滞时的方法.研究结果表明广义相关函数法是一个合理又可操作的途径.  相似文献   
83.
大型双槽渡槽地震反应分析   总被引:3,自引:0,他引:3  
为了得到比较精确的大型双槽渡槽结构的地震反应,根据渡槽结构复杂、影响动力因素较多等特点,采用8结点空间块体单元对渡槽槽身和槽墩进行有限元离散,分别用耦合自由度和多个弹簧单元分别模拟渡槽槽身横向拉杆、加劲肋和盆式橡胶支座,建立了大型双槽渡槽结构地层反应分析的有限元模型,计算了南水北调水利工程中的双洎河大型双槽渡槽的振动特性,并分别用反应谱法和时程分析法对该渡槽进行了地震反应分析,计算结果可为该渡槽的抗震设计提供参考。  相似文献   
84.
Experimental measurements in the Ngatamariki geothermal field, North Island, New Zealand were made to test the applicability of the time domain electromagnetic method for detailed investigation of the resistivity structure within a geothermal field. Low-frequency square wave signals were transmitted through three grounded bipole current sources sited about 8 km from the measurement lines. Despite high levels of electrical noise, transient electric field vectors could be determined reliably for times between 0.02 and 3.3 s after each step in the source current. Instantaneous apparent resistivity tensors were then calculated. Apparent resistivity pseudosections along the two measurement lines show smooth variations of resistivity from site to site. Over most of the field the images consistently show a three-layer resistivity structure with a conductive middle layer (3–10 Ωm) representing the conductive upper part of the thermal reservoir. A deep-seated region of low resistivity in the northwest of the field may indicate a conductive structure at about 1 km associated with a deeper diorite intrusion. Measurements sited closer than about 100 m to drillholes appear to have been disturbed by metallic casing in the holes. A change in resistivity structure in the east of the field may indicate a major geological or hydrothermal boundary.  相似文献   
85.
A Bayesian inference approach is introduced to identify soil degradation behaviours at four downhole array sites. The approach of inference is based on a parametric time‐varying infinite impulse response filter model. The approach is shown to be adaptive to the changes of filter parameters and noise amplitudes. Four sites, including the Lotung (Taiwan), Chiba (Japan), Garner Valley (California), and Treasure Island (California) sites with downhole seismic arrays are analysed. Our results show two major types of soil degradation behaviour: the well‐known strain‐dependent softening, and reduction in stiffness that is not instantaneously recoverable. It is also found that both types of soil degradation are more pronounced in sandy soils than in clayey soils. The mechanism for the second type of soil degradation is not yet clear to the authors and suggested to be further studied. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
86.
A predictive instantaneous optimal control (PIOC) algorithm is proposed for controlling the seismic responses of elastic structures. This algorithm compensates for the time delay that happens in practical control applications by predicting the structural response over a period that equals the time delay, and by substituting the predicted response in the instantaneous optimal control (IOC) algorithm. The unique feature of this proposed PIOC algorithm is that it is simple and at the same time compensates for the time delay very effectively. Numerical examples of single degree of freedom structures are presented to compare the performance of PIOC and IOC systems for various time delay magnitudes. Results show that a time delay always causes degradation of control efficiency, but PIOC can greatly reduce this degradation compared to IOC. The effects of the structure's natural periods and the choice of control gains on the degradation induced by the time delay are also analyzed. Results show that shorter natural periods and larger control gains are both more sensitive and more serious to the degradation of control efficiency. Finally, a practical application of PIOC is performed on a six‐story moment‐resisting steel frame. It is demonstrated that PIOC contributes significantly to maintain stability in multiple degree of freedom structures, and at the same time PIOC has a satisfactory control performance. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
87.
Nozzle‐type rainfall simulators are commonly used in hydrologic and soil erosion research. Simulated rainfall intensity, originating from the nozzle, increases as the distance between the point of measurement and the source is decreased. Hence, rainfall measured using rain gauges would systematically overestimate the rainfall received at the ground level. A simple model was developed to adjust rainfall measured anywhere under the simulator to plot‐wide average rainfall at the ground level. Nozzle height, plot width, gauge diameter and height, and gauge location are required to compute this adjustment factor. Results from 15 runs at different rain intensities and durations, and with different rain gauge layouts, showed that a simple average of measured rain would overestimate the plot‐wide rain by about 20 per cent. Using the adjustment factor to convert measured rainfall for individual gauges before averaging improved the estimate of plot‐wide rainfall considerably. For the 15 runs considered, overall discrepancy between actual and measured rain is reduced to less than 1 per cent with a standard error of 0·97 mm. This model can be easily tested in the ?eld by comparing rainfall depths of different sized gauges. With the adjustment factor they should all give very similar values. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
88.
Detailed soil erosion studies bene?t from the ability to quantify the magnitude of erosion over time scales appropriate to the process. An inventory balance for 7Be was used to calculate sediment erosion in a 30·73 m2 plot during a series of runoff‐producing thunderstorms occurring over three days at the Deep Loess Research Station in Treynor, Iowa, USA. The inventory balance included determination of the pre‐ and post‐storm 7Be inventories in the soil, the atmospheric in?ux of 7Be during the event, and pro?les of the 7Be activity in the soil following the atmospheric deposition. The erosion calculated in the plot using the 7Be inventory balance was 0·058 g cm?2, which is 23 per cent of the annual average erosion determined using 137Cs inventories. The calculated erosion from the mass balance is similar to the 0·059 g cm?2 of erosion estimated from the amount of sediment collected at the outlet of the 6 ha ?eld during the study period and the delivery ratio (0·64). The inventory balance of 7Be provides a new means for evaluating soil erosion over the time period most relevant to quantifying the prediction of erosion from runoff. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
89.
无拓扑矢量数据快速压缩算法的研究与实现   总被引:17,自引:0,他引:17  
王净  江刚武 《测绘学报》2003,32(2):173-177
首先论述传统矢量数据压缩算法:道格拉斯—普克法,分析将其应用于多边形边界数据压缩所造成的图形失真现象,在此基础上提出一种针对无拓扑矢量数据的快速压缩算法,并在MapInfo环境中实现该算法。  相似文献   
90.
时频测控技术的发展   总被引:11,自引:1,他引:11  
目前,在所有的物理量中时间与频率标准的物理实现具有最高的准确度和稳定度,它们的发展不但在计量技术中,而且在几乎整个高科技领域中起着十分重要的作用。这方面的发展一直受到发达国家的高度重视。根据近年来与国外同行的技术交流和了解的情况,对时频测控技术的发展和影响等作了介绍。  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