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   1313篇
  免费   232篇
  国内免费   266篇
测绘学   186篇
大气科学   148篇
地球物理   611篇
地质学   551篇
海洋学   138篇
天文学   20篇
综合类   71篇
自然地理   86篇
  2024年   3篇
  2023年   10篇
  2022年   30篇
  2021年   32篇
  2020年   39篇
  2019年   45篇
  2018年   54篇
  2017年   51篇
  2016年   64篇
  2015年   57篇
  2014年   57篇
  2013年   110篇
  2012年   95篇
  2011年   76篇
  2010年   72篇
  2009年   74篇
  2008年   90篇
  2007年   105篇
  2006年   82篇
  2005年   72篇
  2004年   78篇
  2003年   55篇
  2002年   45篇
  2001年   59篇
  2000年   40篇
  1999年   48篇
  1998年   53篇
  1997年   33篇
  1996年   31篇
  1995年   22篇
  1994年   24篇
  1993年   16篇
  1992年   13篇
  1991年   9篇
  1990年   15篇
  1989年   11篇
  1988年   15篇
  1987年   11篇
  1984年   4篇
  1983年   2篇
  1982年   1篇
  1981年   3篇
  1980年   2篇
  1979年   1篇
  1977年   1篇
  1972年   1篇
排序方式: 共有1811条查询结果,搜索用时 15 毫秒
41.
A Simple Parameterisation for Flux Footprint Predictions   总被引:9,自引:6,他引:9  
Flux footprint functions estimate the location and relative importance of passive scalar sources influencing flux measurements at a given receptor height. These footprint estimates strongly vary in size, depending on receptor height, atmospheric stability, and surface roughness. Reliable footprint calculations from, e.g., Lagrangian stochastic models or large-eddy simulations are computationally expensive and cannot readily be computed for long-term observational programs. To facilitate more accessible footprint estimates, a scaling procedure is introduced for flux footprint functions over a range of stratifications from convective to stable, and receptor heights ranging from near the surface to the middle of the boundary layer. It is shown that, when applying this scaling procedure, footprint estimates collapse to an ensemble of similar curves. A simple parameterisation for the scaled footprint estimates is presented. This parameterisation accounts for the influence of the roughness length on the footprint and allows for a quick but precise algebraic footprint estimation.  相似文献   
42.
被动微波遥感估算雪水当量研究进展与展望   总被引:5,自引:0,他引:5  
车涛  李新 《地球科学进展》2004,19(2):204-210
被动微波遥感可以透过云层,全天候地提供地表一定深度的信息。星载被动微波遥感传感器的时间分辨率很高,在冰冻圈动态研究中有着重要的地位。在最近的二三十年中,大量被动微波遥感的应用都是在美国、加拿大、欧洲等地,而我国在这方面的研究相对较少。首先介绍了被动微波遥感数据在监测积雪方面的国内外研究进展,对现存的雪水当量(SWE)估算算法(和模型)的适用性进行讨论。然后,详细讨论了我国西部的青藏高原地区雪水当量的估算,阐明了利用SSM/I数据估算青藏高原地区雪水当量的复杂性,并指出了其复杂性产生的原因,提出了解决问题的方法,为该地区积雪动态的进一步研究提供了理论依据。  相似文献   
43.
IntroductionEarthquakedamagesurveyandresearchresultshavedemonstratedthatspatialdistributiondifferenceofgroundmotionisoneoftheimportantreasonswhichcausedlongstructure(eglongspanbridge,undergroundpipe)destroy.Thathowtoprovideareasonableinputofgroundmotionfieldforaseismicdesignoflongstructureisaurgentprobleminearthquakeengineeringfield.Atpresent,themethodtostudyspatialvariationofgroundmotionsisadoptingstatisticanalysisbasedondensearrayrecordssuchasSMART-1array,etc,togetcoherencyfunctionofground…  相似文献   
44.
A procedure for developing equations that estimate the isolator displacement due to strong ground motion is applied to buildings isolated with the friction pendulum system. The resulting design equations, based on rigorous non‐linear analysis, offer an alternative to the iterative equivalent‐linear methods used by current U.S. building codes. The governing equations of the system are reduced to a form such that the median normalized displacement of the system due to an ensemble of ground motions is found to depend on only the isolation period—a function of the curvature of the isolator—and the friction force at incipient slip normalized by peak ground velocity. The normalization is effective in minimizing the dispersion of the normalized displacement for an ensemble of ground motions, implying that the median normalized displacement is a reliable estimate of response. The design equations reflect the significant (20 to 38%) increase in displacement when the excitation includes two lateral components of ground motion instead of just one component. Equivalent‐linear methods are shown to underestimate by up to 30% the exact median displacement determined by non‐linear response history analysis for one component of ground motion, and building codes include at most a 4.4% increase for a second component. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
45.
Two approximate methods for decomposing complicated inelastic dynamic responses of wall buildings into simple modal responses are presented. Both methods are based on the equivalent linear concept, where a non‐linear structure is represented by a set of equivalent linear models. One linear model is used for representing only one vibration mode of the non‐linear structure, and its equivalent linear parameters are identified from the inelastic response time histories by using a numerical optimizer. Several theoretical relations essential for the modal decomposition are derived under the framework of complex modal analysis. Various numerical examinations have been carried out to check the validity of the proposed modal decomposition methods, and the results are quite satisfactory in all cases. Fluctuating bending moment and shear at any location along the wall height contributed by each individual vibration mode can be obtained. Modal contributions to shear and flexural strength demands, as well as the corresponding modal properties, under various seismic loading conditions can also be identified and examined in detail. Furthermore, the effects of higher vibration modes on seismic demands of wall buildings are investigated by using the modal decomposition methods. Several new insights into the complicated inelastic dynamics of multi‐story wall buildings are presented. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   
46.
"渗流-管流耦合模型"的物理模拟及其数值模拟   总被引:16,自引:2,他引:16  
井孔 -含水系统问题是当今水文地质学最重要的研究课题之一。长期以来 ,水文地质模型中对井孔的刻画基本上都是引用“热传导”中的“线汇”理论 ,需要人工预先给定线汇 线源的流量或水头的分配 ,其正确性或适用性至今没有得到理论证明。陈崇希 (1993 )提出的“渗流 -管流耦合模型”和“等效渗透系数”在理论上已解决多个水文地质问题 ,也用于几个实例 ,本文再用物理模拟检验其可靠性。论文针对具有典型意义的河床下水平井或傍河垂直井地下水流问题做了砂槽物理模拟 ,并用基于“渗流 -管流耦合模型”和“等效渗透系数”的数值方法仿真模拟了此条件下地下水流的规律。成果表明 ,数值模拟观测孔水头动态相当好地再现了物理模拟结果。论文指出了“渗流 -管流耦合模型”和“等效渗透系数”在井孔 -含水系统问题上的广泛应用前景。  相似文献   
47.
The retreat of valley glaciers has a dramatic effect on the stability of glaciated valleys and exerts a prolonged influence on the subsequent fluvial sediment transport regime. We have studied the evolution of an idealized glaciated valley during the period following retreat of ice using a numerical model. The model incorporates a stochastic process to represent deep‐seated landsliding, non‐linear diffusion to represent shallow landsliding and an approximation of the Bagnold relation to represent fluvial sediment transport. It was calibrated using field data from several recent surveys within British Columbia, Canada. We present ensemble model results and compare them with results from a deterministic linear‐diffusion model to show that explicit representation of large landslides is necessary to reproduce the morphology and channel network structure of a typical postglacial valley. Our model predicts a rapid rate of fluvial sediment transport following deglaciation with a subsequent gradual decline, similar to that inferred for Holocene time. We also describe how changes in the model parameters affect the estimated magnitude and duration of the paraglacial sediment pulse. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   
48.
The time history of strong ground motion can be synthesized by empirical Green's function (EGF) method.Firstly a large seismic event is discretized into a series of subevents; secondly recordings of earthquakes with proper size and spatial distribution are chosen as time history (EGF) of those subevents; finally the EGFs are summated to get the time history of ground motion caused by the large event.  相似文献   
49.
50.
River flooding is a problem of international interest. In the past few years many countries suffered from severe floods. A large part of the Netherlands is below sea level and river levels. The Dutch flood defences along the river Rhine are designed for water levels with a probability of exceedance of 1/1250 per year. These water levels are computed with a hydrodynamic model using a deterministic bed level and a deterministic design discharge. Traditionally, the safety against flooding in the Netherlands is obtained by building and reinforcing dikes. Recently, a new policy was proposed to cope with increasing design discharges in the Rhine and Meuse rivers. This policy is known as the Room for the River (RfR) policy, in which a reduction of flood levels is achieved by measures creating space for the river, such as dike replacement, side channels and floodplain lowering. As compared with dike reinforcement, these measures may have a stronger impact on flow and sediment transport fields, probably leading to stronger morphological effects. As a result of the latter the flood conveyance capacity may decrease over time. An a priori judgement of safety against flooding on the basis of an increased conveyance capacity of the river can be quite misleading. Therefore, the determination of design water levels using a fixed-bed hydrodynamic model may not be justified and the use of a mobile-bed approach may be more appropriate. This problem is addressed in this paper, using a case study of the river Waal (one of the Rhine branches in the Netherlands). The morphological response of the river Waal to a flood protection measure (floodplain lowering in combination with summer levee removal) is analysed. The effect of this measure is subject to various sources of uncertainty. Monte Carlo simulations are applied to calculate the impact of uncertainties in the river discharge on the bed levels. The impact of the “uncertain” morphological response on design flood level predictions is analysed for three phenomena, viz. the impact of the spatial morphological variation over years, the impact of the seasonal morphological variation and the impact of the morphological variability around bifurcation points. The impact of seasonal morphological variations turns out to be negligible, but the other two phenomena appear to have each an appreciable impact (order of magnitude 0.05–0.1 m) on the computed design water levels. We have to note however, that other sources of uncertainty (e.g. uncertainty in hydraulic roughness predictor), which may be of influence, are not taken into consideration. In fact, the present investigation is limited to the sensitivity of the design water levels to uncertainties in the predicted bed level.  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