全文获取类型
收费全文 | 3557篇 |
免费 | 599篇 |
国内免费 | 558篇 |
专业分类
测绘学 | 1350篇 |
大气科学 | 311篇 |
地球物理 | 918篇 |
地质学 | 988篇 |
海洋学 | 451篇 |
天文学 | 36篇 |
综合类 | 437篇 |
自然地理 | 223篇 |
出版年
2024年 | 7篇 |
2023年 | 38篇 |
2022年 | 115篇 |
2021年 | 141篇 |
2020年 | 144篇 |
2019年 | 237篇 |
2018年 | 130篇 |
2017年 | 226篇 |
2016年 | 195篇 |
2015年 | 202篇 |
2014年 | 199篇 |
2013年 | 229篇 |
2012年 | 268篇 |
2011年 | 268篇 |
2010年 | 185篇 |
2009年 | 239篇 |
2008年 | 241篇 |
2007年 | 247篇 |
2006年 | 241篇 |
2005年 | 185篇 |
2004年 | 169篇 |
2003年 | 144篇 |
2002年 | 113篇 |
2001年 | 85篇 |
2000年 | 82篇 |
1999年 | 79篇 |
1998年 | 59篇 |
1997年 | 43篇 |
1996年 | 39篇 |
1995年 | 34篇 |
1994年 | 32篇 |
1993年 | 19篇 |
1992年 | 21篇 |
1991年 | 9篇 |
1990年 | 13篇 |
1989年 | 9篇 |
1988年 | 7篇 |
1987年 | 4篇 |
1986年 | 4篇 |
1985年 | 4篇 |
1982年 | 1篇 |
1981年 | 1篇 |
1980年 | 1篇 |
1979年 | 1篇 |
1977年 | 1篇 |
1976年 | 1篇 |
1954年 | 2篇 |
排序方式: 共有4714条查询结果,搜索用时 163 毫秒
71.
遗传算法在边坡数值计算中的应用 总被引:4,自引:0,他引:4
改进了进化方向的遗传算法与有限元数值法,结合并研制了相应的软件。应用该软件对多类型岩土边坡进行弹性模量、内聚力、内摩擦角等参数反演分析,显示误差很小,收敛速度也很快,这说明改进进化方向遗传算法这种新型的优化算法在多类型岩土参数优化估计中具有独特的优势。 相似文献
72.
边银菊 《地震学报(英文版)》2002,15(5):540-549
Introduction Artificial Neural Network (ANN) is an important branch of artificial intelligence. It is proposed on the foundation of the study on modern neural science, is a man-made network that can implement some functions based on the mans comprehensive understanding for cerebral neural network (HAN, WANG, 1997). ANN is a mathematical model of simplified human brain neural network and is used to simulate the structures and functions of human brain neural network. ANN is a complex netw… 相似文献
73.
针对三维地震数据插值,提出采用Laplacian算子进行光滑约束的插值方法,并借鉴Mallet研究的离散光滑插值思路,采用预条件共轭梯度法,直接生成网格节点上的值,从而回避寻求满足插值方程的函数. 为了实现其中Laplacian算子的快速求逆,文中引入Claerbout螺旋坐标系谱因式分解理论. 在螺旋坐标系下,Laplacian算子的表示矩阵具有Toeplitz结构,其快速求逆可由谱法LU分解实现. 基于二维离散光滑插值,文中还给出共轭梯度法与NMO相结合的沿时间切片逐层处理的离散光滑插值流程. 最后,应用该方法对模型数据和实际三维地震数据进行了处理. 相似文献
74.
Seismic structural control using semi-active tuned mass dampers 总被引:8,自引:1,他引:8
This paper focuses on how to determine the instantaneous damping of the semi-active tuned mass damper (SATMD) with continuously
variable damping. An off-and-towards-equilibrium (OTE) algorithm is employed to examine the control performance of the structure/SATMD
system by considering the damping as an assumptive control action. The damping modification of the SATMD is carried out according
to the proposed OTE algorithm, which is formulated based on analysis of the structural movement under external excitations,
and the measured responses of the structure at every time instant. As examples two numerical simulations of a five-storey
and a ten-storey shear structures with a SATMD on the roof are conducted. The effectiveness on vibration reduction of MDOF
systems subjected to seismic excitations is discussed. Analysis results show that the behavior of the structure with a SATMD
is significantly improved and the feasibility of applying the OTE algorithm to the structural control design of SATMD is also
verified. 相似文献
75.
76.
77.
78.
79.
80.
It gradually becomes a common work using large seismic wave data to obtain source parameters, such as seismic moment, break radius, stress drop, with completingof digital seismic network in China (Hough, et al, 1999; Bindi, et al, 2001). These parameters are useful on earthquake prediction and seismic hazard analysis.Although the computation methods of source parameters are simple in principle and the many research works have been done, it is not easy to obtain the parameters accurately. There are two factors affecting the stability of computation results. The first one is the effect of spread path and site respond on signal. According to the research results, there are different geometrical spreading coefficients on different epicenter distance. The better method is to introduce trilinear geometrical spreading model (Atkinson, Mereu, 1992; Atkinson, Boore, 1995; WONG, et al, 2002). In addition, traditional site respond is estimated by comparing with rock station, such as linear inversion method (Andrews, 1982), but the comparative estimation will introduce some errors when selecting different stations. Some recent research results show that site respond is not flat for rock station (Moya, et al, 2000; ZHANG,. et al, 2001; JIN, et al, 2000; Dutta, et al, 2001). The second factor is to obtain low-frequency level and corner frequency fromdisplacement spectrum. Because the source spectrum model is nonlinear function,these values are obtained by eye. The subjectivity is strong. The small change of corner frequency will affect significantly the result of stress drop. 相似文献