全文获取类型
收费全文 | 81篇 |
免费 | 13篇 |
国内免费 | 6篇 |
专业分类
测绘学 | 22篇 |
大气科学 | 10篇 |
地球物理 | 31篇 |
地质学 | 11篇 |
海洋学 | 9篇 |
天文学 | 11篇 |
综合类 | 1篇 |
自然地理 | 5篇 |
出版年
2022年 | 1篇 |
2021年 | 5篇 |
2020年 | 4篇 |
2019年 | 2篇 |
2018年 | 4篇 |
2017年 | 2篇 |
2016年 | 3篇 |
2015年 | 1篇 |
2014年 | 2篇 |
2013年 | 5篇 |
2012年 | 3篇 |
2011年 | 5篇 |
2010年 | 2篇 |
2009年 | 4篇 |
2008年 | 5篇 |
2007年 | 6篇 |
2006年 | 3篇 |
2005年 | 6篇 |
2004年 | 5篇 |
2003年 | 3篇 |
2002年 | 3篇 |
2001年 | 4篇 |
2000年 | 2篇 |
1999年 | 6篇 |
1998年 | 4篇 |
1996年 | 2篇 |
1994年 | 2篇 |
1993年 | 1篇 |
1992年 | 2篇 |
1991年 | 2篇 |
1990年 | 1篇 |
排序方式: 共有100条查询结果,搜索用时 296 毫秒
41.
42.
Discontinuous deformation analysis (DDA) is a numerical approach used to simulate the post-failure behavior of a blocky assembly. Three available algorithms incorporate seismic impacts into DDA simulations for earthquake-induced slope failure. The following methods are used: directly applying time-dependent accelerations to falling/sliding blocks (Method 1); adding time-dependent accelerations to base block (Method 2); and time-dependently constraining seismic displacements of the base block (Method 3). However, incorrect absolute movements of falling/sliding and base blocks were obtained using Method 1. Additionally, relative movements between falling/sliding blocks and the base block are opposite to those simulated by the other two algorithms—Methods 2 and 3. Since locating an earthquake-induced landslide before an earthquake is extremely difficult, the seismic movements of base rock are recorded. Method 1 applies recorded seismic data to sliding blocks in conflict with d’Alembert’s principle of mechanics. Additionally, in Method 2, when the computation time step must be longer than the time in seismic data, computational results reveal abnormal base block displacements due to the non-zero velocity recorded at the end time of seismic data in seismic DDA. In this study, a novel algorithm to diminish the velocity of the base rock in the seismic analysis is utilized to modify Method 2. Furthermore, this work confirms that DDA with the modified Methods 2 and 3 is a practical approach for earthquake-induced landslide simulations. 相似文献
43.
44.
呼图壁地下储气库部分区域地表垂直形变机理研究 总被引:1,自引:0,他引:1
利用在呼图壁地下储气库开展的2013~2015年7期二等水准测量获得的高差数据,对由于地表气井压力变化影响而发生的地下储气库地表垂直变形进行了分析。研究表明,呼图壁地下储气库区的地表变形除了构造成因引起的盆地下沉以外,其他主要形变成因来源有2个方面:一个是呼图壁地区的地下水超采影响着该地区的地表垂直变化;另一个是储气库集采气期间井口压力变化影响下的地表沉降,根据计算,储气库每MPa气井压力变化影响到的地表变化约为0.625~1.125mm。 相似文献
45.
PS-InSAR��SBAS-InSAR���ر�����ıȽ��о� 总被引:1,自引:0,他引:1
????PS-InSAR??SBAS-InSAR??????????????????????????????2004??2010???31??ENVISAT ASAR??????????????????????????????????????PS-InSAR??SBAS-InSAR?????????к?????????Щ??????????????SBAS-InSAR??PS???α??????????????????????????????????????????????е????????????????????????????????????????????? 相似文献
46.
47.
Dominance of point source in heavy metal distributions in sediments of a major Sydney estuary (Australia) 总被引:1,自引:0,他引:1
Size-normalized (<63 μm) distributions of Cu, Zn, and Pb in the surficial sediments of one of Sydneys' four major estuaries
– the Georges River/Botany Bay estuary – are not facies or depositionally controlled, but rather their distribution is dominated
by source. Point sources (waste dumps, sewage overflows, and discharge from a polluted river) are responsible for elevating
sediment heavy-metal concentrations up to 50 times above background. Nonpoint sources contribute in raising baseline levels
to four times background and comprise mainly stormwater and also marinas, moorings, and wharfs/jetties. Heavy metals disgorged
from a point source (Cooks River) strongly impact the sediments in the lower estuary, which has implications for the construction
of a new runway for Sydney airport.
Received: 3 October 1994 · Accepted: 21 September 1995 相似文献
48.
P. J. G. Teunissen 《Journal of Geodesy》2001,75(5-6):267-275
The purpose of carrier phase ambiguity resolution is to improve upon the quality of the estimated global navigation satellite
system baseline by means of the integer ambiguity constraints. However, in order to evaluate the quality of the ambiguity
resolved baseline rigorously, its probability distribution is required. This baseline distribution depends on the random characteristics
of the estimated integer ambiguities, which in turn depend on the chosen integer estimator. In this contribution is presented
an exact and closed-form expression for the baseline distribution in the case that use is made of integer bootstrapping. Also
presented are the bootstrapped probability mass function and easy-to-compute measures for the bootstrapped baseline's probability
of concentration.
Received: 28 September 2000 / Accepted: 11 January 2001 相似文献
49.
50.
This paper describes an investigation into the relationship of closure,a baseline offset and mean centeringto the interpretation of matrix rank.The equivalence of a certain type of closure to a constant baseline(i.e.a simple numerical offset which may vary between response channels but is constant over all samples)is demonstrated.A systematic approach to the interpretation of the rank of a matrix is given. 相似文献