全文获取类型
收费全文 | 3822篇 |
免费 | 597篇 |
国内免费 | 990篇 |
专业分类
测绘学 | 117篇 |
大气科学 | 273篇 |
地球物理 | 931篇 |
地质学 | 2279篇 |
海洋学 | 550篇 |
天文学 | 685篇 |
综合类 | 192篇 |
自然地理 | 382篇 |
出版年
2024年 | 12篇 |
2023年 | 44篇 |
2022年 | 95篇 |
2021年 | 111篇 |
2020年 | 158篇 |
2019年 | 177篇 |
2018年 | 135篇 |
2017年 | 133篇 |
2016年 | 181篇 |
2015年 | 173篇 |
2014年 | 201篇 |
2013年 | 218篇 |
2012年 | 199篇 |
2011年 | 210篇 |
2010年 | 193篇 |
2009年 | 285篇 |
2008年 | 268篇 |
2007年 | 274篇 |
2006年 | 283篇 |
2005年 | 280篇 |
2004年 | 216篇 |
2003年 | 205篇 |
2002年 | 169篇 |
2001年 | 168篇 |
2000年 | 128篇 |
1999年 | 160篇 |
1998年 | 140篇 |
1997年 | 89篇 |
1996年 | 87篇 |
1995年 | 76篇 |
1994年 | 59篇 |
1993年 | 53篇 |
1992年 | 38篇 |
1991年 | 28篇 |
1990年 | 21篇 |
1989年 | 56篇 |
1988年 | 17篇 |
1987年 | 17篇 |
1986年 | 14篇 |
1985年 | 11篇 |
1984年 | 9篇 |
1983年 | 6篇 |
1982年 | 4篇 |
1981年 | 3篇 |
1980年 | 1篇 |
1979年 | 1篇 |
1977年 | 1篇 |
1974年 | 1篇 |
1971年 | 1篇 |
排序方式: 共有5409条查询结果,搜索用时 46 毫秒
101.
102.
Jamie G. Smith 《Geografiska Annaler: Series A, Physical Geography》2003,85(1):91-97
The loss‐on‐ignition (LOI) technique for organic matter determination is evaluated with reference to clay‐rich, glaciolacustrine sediments. Examples of the use of LOI in glaciolacustrine literature are inconsistent in their methodology, and standardisation is called for. Problems with application of the technique to glaciolacustrine sediments stem mainly from the effects of additional weight loss due to release of structurally bound water and exposure time to ignition temperatures. Exposure time should be increased from 1 hour to 2.5 hours in the light of significant additional weight loss occurring between 2 and 2.5 hours in clay‐rich samples. The reason for this sudden increase in LOI after 2 hours (up to 86% of total LOI in some cases) appears to be the build‐up of a distinct surface crust during heating that insulates the core of the sample from ignition temperatures. Some time between 2 and 2.5 hours, the crust breaks down and exposes the sample core to ignition temperatures, increasing weight loss significantly. Overestimation of LOI due to loss of structural water is thought to be insignificant. Replicates of LOI at 550 and 1000°C in non‐calcareous, clay‐rich (>40%) sediments, show differences of <0.25%, which, for the purpose of inferring broad changes in glacier extent in lake catchments, is an acceptable error. 相似文献
103.
104.
湘北红壤坡地雨水过程的水土流失及其影响 总被引:7,自引:0,他引:7
模拟主要利用方式构建的垫面为主导因子,采用径流场实测方法,通过4a(1998~2001年)实地观测试验,剖析不同下垫面对雨水地表径流及其过程的影响。研究表明:降雨(时间分布及其强度)是影响地表径流特征的主导因素;年降雨量与地表径流量和系统水土流失量呈正相关。不同垫面地表径流产量有显著性差异;雨水径流过程的土壤和养分流失有相似的表现。在假定雨水年份的基础上,应用不同雨水年份出现概率指标,推算出:湘北红壤坡地现今利用状况下,雨水产地表径流过程的年均水土流失量及其养分(有机质、N、P、K)损失量;和可最大开发利用时,可能带来的水土流失与养分损失。提出"利用坡地集雨利用优势,构建与单元生态系统水循环平衡相适应的坡地农林复合生态系统,通过水平衡生态建设来维系生态系统的水分平衡"观点。 相似文献
105.
层控夕卡岩型矿床成矿系统的元素活动性及质量迁移--以铜陵冬瓜山铜矿床为例 总被引:7,自引:0,他引:7
应用改善了的质量平衡方程研究冬瓜山层控夕卡岩型铜矿床成矿系统的元素活动性及质量迁移,结果表明:系统中Zr,Hf,Y和Nb为不活动元素,其余均为活动元素。主量元素中仅CaO为迁出组分,其质量迁移量为84%,其余均为带入组分,带入量最大的SiO2的质量迁移量高达2384%;稀土元素均为带入组分,其中,中稀土较轻稀土和重稀土的活动性更强;其它微量元素中,带入序列由强到弱为:Cr→Ta→Sn→Th,迁出序列由强至弱依次为:U→Sb→Ni—Sr→Ba→Bb→Co→W;成矿元素Cu和Ag为带入组分,其中Cu的带入量最大,质量迁移量高达1200%。本文还得出两点具普适性认识:①稀土元素较其它微量元素对体系条件的变化更为敏感,且往往表现出明显的规律性变化,能更好地示踪地质地球化学过程。②不同元素在不同体系中的行为特征差异极大,仅凭经验判定某一元素为不活动元素往往不可靠。因此,在开展质量平衡研究时,首先采用适当方法确认体系的不活动元素是一项不可或缺的前提工作。 相似文献
106.
热害矿井巷道温度场分布规律研究 总被引:8,自引:0,他引:8
为解决深部开采带来的热害问题,基于地质学和热力学理论,建立了热害矿井巷道温度场的数学模型,研究了巷道内部温度场随埋深和通风热速的变化规律。计算结果表明,巷道温度场对埋深的敏感度要高于风速、温度随埋深的增加而呈阶段性递增。控制入口温度是解决矿井热害的关键。以上结论为矿井热害的综合治理提供了重要依据。 相似文献
107.
建立了HF—HN03密封酸溶以及Na2O2熔融处理样品,乙醇增强灵敏度,电感耦合等离子体质谱直接测定地质样品中微量和超痕量碲的方法。样品溶液中加入乙醇(φ=4%),在0.85L/min的载气流速下,碲信号可增强2.5倍以上。碲的方法检出限(100,DF=1000)为0.02μg/g。用土壤和水系沉积物国家一级标准物质验证了方法的准确度,标准物质的绝大多数分析结果与标准值的误差在允许范围内。分析了大洋多金属结核样品及深海沉积物样品中的微量碲,结果与其他方法相符,精密度试验RSD(n=3)<10%。 相似文献
108.
Fluid mixing as the mechanism of formation of the Dajing Cu-Sn-Ag-Pb-Zn ore deposit,Inner Mongolia ——Fluid inclusion and stable isotope evidence 总被引:2,自引:0,他引:2
Since the 1990s, interest in the magmatic fluids and their relation to mineralization has been re-aroused[1—6]. Studies on stable isotopes of low-sulfidation deposits commonly show the predominance of meteoric water[7]. Paradoxically, the evidence for me… 相似文献
109.
The five MTMD models, with natural frequencies being uniformly distributed around their mean frequency, have been recently presented by the first author. They are shown to have the near‐zero optimum average damping ratio (more precisely, for a given mass ratio there is an upper limit on the total number, beyond which the near‐zero optimum average damping ratio occurs). In this paper, the eight new MTMD models (i.e. the UM‐MTMD1~UM‐MTMD3, US‐MTMD1~US‐MTMD3, UD‐MTMD1 and UD‐MTMD2), with the system parameters (mass, stiffness and damping coefficient) being, respectively, uniformly distributed around their average values, have been, for the first time here, proposed to seek for the MTMD models without the near‐zero optimum average damping ratio. The structure is represented by the mode‐generalized system corresponding to the specific vibration mode that needs to be controlled. Through minimization of the minimum values of the maximum dynamic magnification factors (DMF) of the structure with the eight MTMD models (i.e. through the implementation of Min.Min.Max.DMF), the optimum parameters and values of Min.Min.Max.DMF for these eight MTMD models are investigated to evaluate and compare their control performance. The optimum parameters include the optimum mass spacing, stiffness spacing, damping coefficient spacing, frequency spacing, average damping ratio and tuning frequency ratio. The six MTMD models without the near‐zero optimum average damping ratio (i.e. the UM‐MTMD1~UM‐MTMD3, US‐MTMD1, US‐MTMD2 and UD‐MTMD2) are found through extensive numerical analyses. Likewise, the optimum UM‐MTMD3 offers the higher effectiveness and robustness and requires the smaller damping with respect to the rest of the MTMD models in reducing the responses of structures subjected to earthquakes. Additionally, it is interesting to note, by comparing the optimum UM‐MTMD3 with the optimum MTMD‐1 recently investigated by the first author, that the effectiveness and robustness for the optimum UM‐MTMD3 is almost identical to that for the optimum MTMD‐1 (without inclusion of the optimum MTMD‐1 with the near‐zero optimum average damping ratio). Recognizing these performance benefits, it is preferable to employ the optimum UM‐MTMD3 or the optimum MTMD‐1 without the near‐zero optimum average damping ratio, when installing the MTMD for the suppression of undesirable oscillations of structures under earthquakes. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
110.
S. H. Ju 《地震工程与结构动力学》2003,32(9):1431-1442
This paper discusses how to use the three‐dimensional (3D) time‐domain finite‐element method incorporating the least‐squares method to calculate the equivalent foundation mass, damping and stiffness matrices. Numerical simulations indicate that the accuracy of these equivalent matrices is acceptable when the applied harmonic force of 1+sine is used. Moreover, the accuracy of the least‐squares method using the 1+sine force is not sensitive to the first time step for inclusion of data. Since the finite‐element method can model problems flexibly, the equivalent mass, damping and stiffness matrices of very complicated soil profiles and foundations can be established without difficulty using this least‐squares method. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献