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   30744篇
  免费   5844篇
  国内免费   8730篇
测绘学   1382篇
大气科学   6253篇
地球物理   8371篇
地质学   17456篇
海洋学   3316篇
天文学   1591篇
综合类   3638篇
自然地理   3311篇
  2024年   85篇
  2023年   387篇
  2022年   1097篇
  2021年   1249篇
  2020年   1035篇
  2019年   1159篇
  2018年   1472篇
  2017年   1321篇
  2016年   1575篇
  2015年   1271篇
  2014年   1569篇
  2013年   1515篇
  2012年   1372篇
  2011年   1847篇
  2010年   1784篇
  2009年   1896篇
  2008年   1478篇
  2007年   1573篇
  2006年   1552篇
  2005年   1476篇
  2004年   1906篇
  2003年   1499篇
  2002年   1208篇
  2001年   1076篇
  2000年   1155篇
  1999年   1621篇
  1998年   1389篇
  1997年   1361篇
  1996年   1153篇
  1995年   997篇
  1994年   927篇
  1993年   965篇
  1992年   772篇
  1991年   546篇
  1990年   360篇
  1989年   358篇
  1988年   287篇
  1987年   218篇
  1986年   172篇
  1985年   108篇
  1984年   71篇
  1983年   59篇
  1982年   75篇
  1981年   58篇
  1980年   29篇
  1979年   31篇
  1978年   18篇
  1977年   23篇
  1976年   18篇
  1958年   28篇
排序方式: 共有10000条查询结果,搜索用时 546 毫秒
241.
I~IOXThe Okinawa Trough is an extending back--arc basin between the East China Sea Shelf andthe Ry'Ukyu Island Arc of Japan. There are widespreadly distributing acid pumice in the troughand a little basalt just in some area of the extending center. There have been some detailed rePOrtsabout the mineralogy and petrochemical feature of the subalkali tholeiite and alkali trachyte in thetrough (Zhai and Gan, 1995; Li et al., 1997; Qin and Zhai, 1988). This paper mainly reportselectron mic…  相似文献   
242.
A Note on Soil Structure Resistance of Natural Marine Deposits   总被引:1,自引:1,他引:1  
It has been well documented that natural normally-consolidated marine soils are generally subjected to the effects of soil structure. The interpretation of the resistance of soil structure is an important issue in the theory study and engineering practice of ocean engineering and geotechnical engineering. It is traditionally considered that the resistance of soil structure gradually disappears with increasing stress level when the applied stress is beyond the consolidation yield stress. In this study, however, it is found that this traditional interpretation of the resistance of soil structure can not explain the strength behavior of natural marine deposits with a normally-consolidated stress history A new interpretation of the resistance of soil structure is proposed based on the strength behavior. In the preyield state, the undrained strength of natural marine deposits is composed of two components: one developed by the applied stress and the other developed by the resistance of soil structure. When the applied stress is beyond the consolidation yield stress, the strength behavior is independent of the resistance of soil structure.  相似文献   
243.
本文考虑四阶奇异边值问题x( 4 ) =λa(t) f (t,x(t) ) ,0 相似文献   
244.
概述了应用子波分析对悬浮物测量中的声散射信号进行特征提取的方法 ,并对声散射信号识别的研究进行了探讨。对实测数据的实验取得了较好的结果  相似文献   
245.
海筒螅中3种化学成分的分离鉴定   总被引:2,自引:0,他引:2  
海筒螅(Tubuaria marina)的94%乙醇提取物,在水中混悬后,用石油醚萃取,石油醚相中的提取物经反复硅胶柱色谱分离和SephadexLH-20凝胶柱色谱分离,得到三个纯净的化合物。经^1HNMR,^13CNMR和DEPT谱鉴定,分别确定为二十一碳一烯,胆甾-5-烯-3β-醇和1-壬基-甘油醚。  相似文献   
246.
The food consumption and ecological conversion efficiency of a species marine pelagic andsmall size fish, Hyporhamphus sajori, were determined by using in situ stomach content method presented by Eggers. The results showed that: (1) the fish was taken in food all day, so empty-stomach rate was very low, taking up about 4.5% of the total determined fish number. However, the fish still has significant daily feeding rhythm. A feeding peak was found 0:00 o'clock at night, but feeding level was always high in the daytime; (2) relationship between instantaneous food content in stomach and corresponding time could be described as S_t = a ·e ~(-b ·t). There was not significant difference of instantaneous gastric evacuation rate between two determinations, with average value being 0.13 × 10~(-2)g/ (g·d) (wet weight); (3) the daily food consumption tended to change in irregular waving form, with average value being (10.16×l0~(-2)±1.19×l0~(-2) g/ (g·d) (wet weight) or (55.56 × 10~(-2) ±6.51 × 10~(-2) kJ/  相似文献   
247.
渤海小型底栖生物的丰度和生物量   总被引:9,自引:1,他引:9  
该文是渤海 1997年 6月、1998年 9月和 1999年 4月 3个航次小型底栖生物调查结果。结果表明 ,3个航次小型底栖生物的平均丰度分别为 :(2 30 0± 12 0 6 ) ind/ (10 cm2 )、(86 9± 5 10 ) ind/(10 cm2 )和 (6 32± 4 0 0 ) ind/ (10 cm2 )。平均生物量分别为 :(15 2 1± 6 34) μg(dwt) / (10 cm2 )、(72 5±35 4 )μg (dwt) / (10 cm2 )和 (5 17± 393)μg (dwt) / (10 cm2 )。共鉴定出 14个小型底栖生物类群 ,其中自由生活海洋线虫丰度占绝对优势 ,桡足类丰度居第 2位 ,这两个类群总和占小型底栖生物总丰度的 94 .8%~ 97.5 %。在生物量中所占比例列前 4位的类群依次为线虫、多毛类、桡足类、双壳类 ,加起来超过小型底栖生物总生物量的 80 %。小型底栖生物的 74 %分布于 2 cm以浅表层中。小型底栖生物的丰度和生物量在渤海海峡和渤海中东部较高 ,与环境因子的相关分析表明小型底栖生物的丰度与水深呈极显著的正相关 ,与沉积物的中值粒径呈显著的负相关  相似文献   
248.
CHEN  Shouyu 《中国海洋工程》2001,(4):453-466
In the process of concept design of offshore platforms, it is necessary to select the best from feasible alternatives through comparison and filter. The criterion set, used to evaluate and select the satisfying alternative, consists of many qualitative and quantitative factors. Therefore, the selection is a problem of multicriteria and semi- structural decision- making. Different from traditional methods in semi- structural decision- making, a new framework and methodology is presented in this paper for evaluation of offshore platform alternatives. First, the criterion set is established for the evaluation of alternatives. Next, the approach is studied to construct the relative membership degree matrix, in which both qualitative and quantitative factors are consistent with the uniform calculating standard. And then a new weight-assessing method is developed for calculation of the weights based on the relative membership degree matrix. Finally, a multi-hierarchy fuzzy optimum model is adopted to select t  相似文献   
249.
1998年首次进行了海上油井密封套管内海水冻胀特性模拟试验,建立了一套各种参数的测量系统.文中介绍了管内海水冻结过程、海水过冷温度、结冰水温、轴向冻胀力以及管体应变测量结果.  相似文献   
250.
赵明  滕斌 《中国海洋工程》2004,18(2):267-280
The incompressible viscous uniform and shear flow past a circular cylinder is studied. The two-dimensional Navier-Stokes equations are solved by a finite element method. The governing equations are discretized by a weighted residual method in space. The stable three-step scheme is applied to the momentum equations in the time integration. The numerical model is firstly applied to the computation of the lid-driven cavity flow for its validation. The computed results agree well with the measured data and other numerical results. Then, it is used to simulate the viscous uniform and shear flow over a circular cylinder for Reynolds numbers from lO0 to lO00. The transient time interval before the vortex shedding occurs is shortened considerably by introduction of artificial perturbation. The computed Strouhal number, drag and lift coefficients agree well with the experimental data. The computation shows that the finite element model can be successfully applied to the viscous flow problem.  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