全文获取类型
收费全文 | 3403篇 |
免费 | 487篇 |
国内免费 | 506篇 |
专业分类
测绘学 | 647篇 |
大气科学 | 452篇 |
地球物理 | 1091篇 |
地质学 | 909篇 |
海洋学 | 409篇 |
天文学 | 112篇 |
综合类 | 241篇 |
自然地理 | 535篇 |
出版年
2024年 | 12篇 |
2023年 | 30篇 |
2022年 | 100篇 |
2021年 | 136篇 |
2020年 | 120篇 |
2019年 | 176篇 |
2018年 | 135篇 |
2017年 | 160篇 |
2016年 | 160篇 |
2015年 | 182篇 |
2014年 | 195篇 |
2013年 | 257篇 |
2012年 | 206篇 |
2011年 | 164篇 |
2010年 | 135篇 |
2009年 | 208篇 |
2008年 | 168篇 |
2007年 | 221篇 |
2006年 | 198篇 |
2005年 | 164篇 |
2004年 | 182篇 |
2003年 | 141篇 |
2002年 | 109篇 |
2001年 | 97篇 |
2000年 | 120篇 |
1999年 | 92篇 |
1998年 | 76篇 |
1997年 | 61篇 |
1996年 | 72篇 |
1995年 | 52篇 |
1994年 | 52篇 |
1993年 | 46篇 |
1992年 | 34篇 |
1991年 | 26篇 |
1990年 | 27篇 |
1989年 | 19篇 |
1988年 | 21篇 |
1987年 | 13篇 |
1986年 | 6篇 |
1985年 | 3篇 |
1984年 | 5篇 |
1983年 | 3篇 |
1982年 | 4篇 |
1981年 | 2篇 |
1980年 | 2篇 |
1979年 | 2篇 |
1972年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有4396条查询结果,搜索用时 15 毫秒
11.
Results of a single group participating in an international experiment are analyzed. The experiment served to verify computational predictions of the ground-motion variations due to near-surface geological effects at a site established for that purpose by the California Department of Conservation. Based on an acceleration record at a rock location, and geotechnical model of medium, records at the other locations of a nearby sedimentary deposit were predicted. A 2-D finite-difference sensitivity analysis suggested that the lateral wave-propagation effects are negligibly small, and locally 1-D computations are sufficient for the present site. Those computations are compared with observations not available to the authors during the blind prediction. Peak accelerations, peak velocities and RMS accelerations were predicted with errors less than 159%, 114% and 62%, respectively. Maxima of the response spectra were fitted within a factor of 2. The predicted and observed Husid's plots (i.e., the normalized cumulative plots of the acceleration squared) have the correlation coefficients 0.98. The detected misfits do not show any simple relation to the instrument location, component, frequency, or time. 相似文献
12.
The spectral properties of nonlinear drag forces of random waves on vertical circular cylinders are analyzed in this paper by means of nonlinear spectral analysis. The analysis provides basic parameters for estimation of the characteristic drag forces. Numerical computation is also performed for the investigation of the effects of nonlinearity of the drag forces.The results indicate that the wave drag forces calculated by linear wave theory are larger than those calculated by the third order Stokes wave theory for given waves. The difference between them increases with wave height. The wave drag forces calculated by use of hnear approximation are about 5% smaller than their actual values when measured in the peak values of spectral densities. This will result in a safety problem for the design of offshore structures. Therefore, the nonlinear effect of wave drag forces should be taken into comidemtion in design and application of important offshore structures. 相似文献
13.
0421号热带风暴“海马(Haima)”于2004年9月13日12:00在浙江省温州市沿海登陆,登陆后迅速减弱为热带低压,20:00在浙江境内消失.本研究采用物理量诊断分析法,探讨该热带风暴登陆前后涡度场、湿焓场变化对其移向和强度的影响.结果表明,该热带风暴登陆后,涡度(ξ)明显减弱.涡度局地变化(ξ/t)值分布显示,风暴移动方向的后方,涡度减弱的趋势比前方涡度增大的趋势更剧烈;风暴有向其外围(ξ/t)正值中心(即涡度增幅最大)移动的趋势.该热带风暴登陆前、后,湿焓都增大,但登陆后湿焓增大趋势已大大减弱;风暴有向湿焓局地变化(E/t)正值中心移动的趋势,即向能量增强最大的方向移动. 相似文献
14.
15.
通过对东京湾两年度不同季节海水分光反射率与叶绿素浓度进行统计分析,结果表明,叶绿素浓度C与两谱段分光反射率之比Rw(λj)/Rw(λj)具有幂函关系C=A[Rw(λj)/Rw(λj)B。两者的对数显示出较好的线性关系,即logC=logA+Blog[Rw(λj)/Rw(λj)]。负相关系数达0.99。相关方程之一为C=3.329[Rw(520)/Rw(550)]-1.384(1987年6月初).在梅雨季节之后,相关方程为C=12.68[Rw(520)/Rw(550)]-2.010(1988年8月)。这表明了海湾或混浊的沿岸水质,在叶绿素浓度算法中,统计参数A和B的确立,要基于不同季节不同水质的现场观测资料。 相似文献
16.
Researchonthespectralanalysisandtestmethodofperiodsignalsinmonthlymeansealevel¥MaJirui;TianSuzhen;ZhengWenzhenandChaiXinmin(R... 相似文献
17.
Wang Deyu Zhang Shanyuan
Associate Prof. Depart of Naval Archi. Ocean Engineering Shanghai Jiaotong University Shanghai
Prof. Research Institute of Applied Mechanics Taiyuan University of Technology Taiyuan 《中国海洋工程》1996,(2)
- The shear failure of a rigid-plastic dented clamped tubular beam under the lateral impact of a mass is investigated. Both the denting and the impact point are in the middle span of the beam. It is assumed that denting does not spread during the shear sliding. Numerical results show that the axial force and lateral deflection of the beam are very small at the moment of the occurence of shear failure, which means that the finite deformation effect can be neglected in the shear failure analysis. Also, some aspects of the initial impact energy are investigated. 相似文献
18.
This paper treats the problem of how to transform from global datum, for example, from the International Terrestrial Reference System (ITRS), to a local datum, for example, regional or national, for the practical case of the Lambert projection of the sphere or the ellipsoid-of-revolution to the cone. We design the two projection constants n(ϕ1, ϕ2) and m(ϕ1) for the Universal Lambert Conic projection of the ellipsoid-of-revolution. The task to transform from a global datum with respect to the ellipsoid-of-revolution EA,B2 to local datum with respect to the alternative ellipsoid-of-revolution Ea,b2, without local ellipsoidal height, is solved by an extended numerical example. Ideas in this paper could be of interest to those working with maps and coordinates transformation from global geodetic datum to local geodetic datum and vice versa, under the Universal Lambert Conic projection, and applicable to precise positioning and navigation, boundary demarcation and determination in the marine environment. 相似文献
19.
More and more researches show that neither the critical downward acceleration nor the critical slope of water waves is a universal constant. On the contrary, they vary with particular wave conditions. This fact moders the models either for the probability of wave breaking B or for the whitecap coverage W based on these criteria difficult to apply. In this paper and the one which follows we seek to develop models for the prediction of both B and W based on the kinematical criterion. First, several joint probabihstic distribution functions (PDFs) of wave characteristics are derived, based on which the breaking properties B and W are estimated. The estimation is made on the assumption that a wave breaks ff the horizontal velocity of water particles at its crest exceeds the local wave celerity, and whitecapping occurs in regions of fluid where water particles travel faster than the waves. The consequent B and W depend on wave spectral moments of orders 0 to 4.Then the JONSWAP spectrum is used to represent the fetch-limited sea waves in deep water, so as to relate the probahility of wave breaking and the whitecap coverage with wind parameters. To this end, the time-averaging technique proposed by Glazman (1986) is applied to the estimation of the spectral moments involved, and furthermore, the theoretical models are compared with available observations collected from published literature. From the comparison, the averaging time scale is determined. The final models show that the probability of wave breaking as well as the whitecap coverage depends on the dimensionless fetch. The agreement between these models and the database is reasonable. 相似文献
20.
分析了新建水坝及社会经济发展因素对坝下游水流及泥沙的影响,用一个简易河床模型来说明新建大坝后下游河床的演变规律,通过坝下游河床一般演变分析来阐述局部冲刷对已建水工建筑物基础的影响及对已建水工建筑基础的防护措施。 相似文献