全文获取类型
收费全文 | 748篇 |
免费 | 126篇 |
国内免费 | 207篇 |
专业分类
测绘学 | 106篇 |
大气科学 | 104篇 |
地球物理 | 113篇 |
地质学 | 429篇 |
海洋学 | 191篇 |
天文学 | 1篇 |
综合类 | 52篇 |
自然地理 | 85篇 |
出版年
2024年 | 5篇 |
2023年 | 10篇 |
2022年 | 29篇 |
2021年 | 27篇 |
2020年 | 30篇 |
2019年 | 44篇 |
2018年 | 30篇 |
2017年 | 32篇 |
2016年 | 40篇 |
2015年 | 53篇 |
2014年 | 46篇 |
2013年 | 74篇 |
2012年 | 47篇 |
2011年 | 51篇 |
2010年 | 33篇 |
2009年 | 34篇 |
2008年 | 57篇 |
2007年 | 62篇 |
2006年 | 40篇 |
2005年 | 43篇 |
2004年 | 45篇 |
2003年 | 36篇 |
2002年 | 33篇 |
2001年 | 21篇 |
2000年 | 17篇 |
1999年 | 20篇 |
1998年 | 10篇 |
1997年 | 19篇 |
1996年 | 17篇 |
1995年 | 11篇 |
1994年 | 15篇 |
1993年 | 9篇 |
1992年 | 7篇 |
1991年 | 8篇 |
1990年 | 4篇 |
1989年 | 5篇 |
1988年 | 2篇 |
1987年 | 3篇 |
1986年 | 5篇 |
1985年 | 2篇 |
1984年 | 1篇 |
1983年 | 1篇 |
1982年 | 1篇 |
1981年 | 2篇 |
排序方式: 共有1081条查询结果,搜索用时 375 毫秒
71.
冀中拗陷油气田87%的储量产于海相碳酸盐岩古潜山中,在油气生成、运移、集聚和散失的过程中地下水起了重要作用。本文根据50个试样的水化学分析资料,运用对应分析方法对冀中拗陷古潜山油田水进行了分类并初步探讨了水化学成分演化与油气藏形成的关系。 相似文献
72.
John C. Patterson 《Aquatic Sciences - Research Across Boundaries》1991,53(2-3):218-238
A model of the time dependent relationship between productivity and light intensity following changes in light intensity is briefly described. The model incorporates two response timescales simulating initial response and photoinhibition, although additional timescales could easily be incorporated. The model is calibrated against one set of time dependent data, and applied to two simple models of motion in the upper mixed layer of a lake. The two models are: organised motion simulating Langmuir cells, and disorganised motion simulating the turbulent velocity field associated with surface wind stirring. The depth and therefore light histories for a number of photosynthesising particles are calculated by these models, and used by the productivity model to calculate mean productivities. The results show that the influence of the time dependent nature of the productivity relationship depends on the ratio of the mixed layer depth to the euphotic depth, and to a less extent, on the rate at which the particles circulate in the mixed layer. 相似文献
73.
李波扬 《武汉大学学报(信息科学版)》1991,(1)
现有的复合型裂纹扩展断裂准则大多只考虑了裂纹尖端附近某一点处的某个力学参量。本文同时考虑了正应力、剪应力及塑性区的影响,并在此基础上提出了一个新的复合型断裂理论——综合断裂理论。同近年来的实验数据进行比较,得到了与实验十分接近的结果,并且还解释了其它理论所不能解释的实验现象。 相似文献
74.
The dynamics and thermodynamics of the surface layer of the Arabian Sea, north of about 10N, are dominated by the monsoon-related
annual cycle of air-sea fluxes of momentum and heat. The currents in open-sea regime of this layer can be largely accounted
for by Ekman drift and the thermal field is dominated by local heat fluxes. The geostrophic currents in open-sea subsurface
regime also show a seasonal cycle and there is some evidence that signatures of this cycle appear as deep as 1000 m. The forcing
due to Ekman suction is an important mechanism for the geostrophic currents in the central and western parts of the Sea. Recent
studies suggest that the eastern part is strongly influenced by the Rossby waves radiated by the Kelvin waves propagating
along the west coast of India.
The circulation in the coastal region off Oman is driven mainly by local winds and there is no remotely driven western boundary
current. Local wind-driving is also important to the coastal circulation off western India during the southwest monsoon but
not during the northeast monsoon when a strong (approximately 7 × 106m3/sec) current moves poleward against weak winds. This current is driven by a pressure gradient which forms along this coast
during the northeast monsoon due to either thermohaline-forcing or due to the arrival of Kelvin waves from the Bay of Bengal.
The present speculation about flow of bottom water (deeper than about 3500 m) in the Arabian Sea is that it moves northward
and upwells into the layer of North Indian Deep Water (approximately 1500–3500m). It is further speculated that the flow in
this layer consists of a poleward western boundary current and a weak equatorward flow in the interior. It is not known if
there is an annual cycle associated with the deep and the bottom water circulation. 相似文献
75.
利用Euler平流扩散方程和K模式闭合方案的数值解,讨论了混合层厚度、风速和稳定度3因子对银川市冬季地面SO2浓度分布的影响。结果表明,在极不稳定层结(A级)下混合层厚度增加250m时能使地面SO2浓度减少40%~75%,而在稳定层结下混合层厚度增加200m时仅减少20%的浓度;而当混合层厚度和风速分别增加250m和3.8m·s-1、层结由稳定(F)变为极端不稳定(A),并且当混合层最大厚度和最大风速分别限制在650m和4m·s-1时,老城西部地面浓度减少了90%,稀释效应最显着。 相似文献
76.
77.
78.
混合沉积是一种特殊的沉积类型,研究程度较低。金家地区处于东营凹陷的斜坡带,该区古近系沙河街组第四段上亚段发育了碳酸盐与陆源碎屑的混合沉积,研究认为该混合沉积为古湖泊内的混合沉积,可划分为混积砂滩亚相、混积砂坝亚相及半深湖混积亚相,混合沉积物既包括同层混合沉积物(灰质砂岩、砂质灰岩、泥质灰岩等),又包括互层混合沉积物(砂岩与颗粒灰岩互层沉积等),研究区的混合沉积受当时构造运动、碎屑物质供给量、湖平面的变化等诸多因素控制。 相似文献
79.
陆源碎屑与碳酸盐混合沉积研究中的几点思考 总被引:11,自引:0,他引:11
在前人研究的基础上,结合一些具体研究实例,对混合沉积的定义进行了修正和补充;对混积岩和混积层系重新进行分类和命名;根据混合沉积的定义、成因、成分、结构、沉积构造及接触关系等因素,按照“沉积事件+剖面结构”的原则,提出了渐变式、突变式和复合式3种成因类型,对前人的研究成果进行了概括和归纳;对混合沉积的控制因素进行了深入讨论;在以碳酸盐沉积为主和以陆源碎屑沉积为主的2类沉积背景下详细论述了层序格架中混合沉积的发育情况;结合混合沉积本身的特点讨论了混合沉积与油气的关系。最后针对混合沉积研究现状,指出了该领域研究中存在的问题,并对未来的研究方向进行了展望。 相似文献
80.
Two procedures are developed and implemented in a hybrid simulation system (HSS) with the aim of enhancing the accuracy and reliability of the online, i.e. pseudo‐dynamic, test results. The first procedure aims at correcting the experimental systematic error in executing the displacement command signal. The error is calculated as the difference between command and feedback signals and correlated to the actuator velocity using the least‐squares method. A feed‐forward error compensation scheme is devised leading to a more accurate execution of the test. The second procedure employs mixed variables with mode switching between displacement and force controls. The newly derived force control algorithm is evaluated using a parametric study to assess its stability and accuracy. The implementation of the mixed variables procedure is designed to adopt force control for high stiffness states of the structural response and displacement control otherwise, where the resolution of the involved instruments may favour this type of mixed control. A simple pseudo‐dynamic experiment of steel cantilever members is used to validate the HSS. Moreover, two experiments as application examples for the two developed procedures are presented. The two experiments focus on the seismic response of (a) timber shear walls and (b) reinforced concrete frames with and without unreinforced masonry infill wall. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献