全文获取类型
收费全文 | 1580篇 |
免费 | 408篇 |
国内免费 | 572篇 |
专业分类
测绘学 | 206篇 |
大气科学 | 12篇 |
地球物理 | 600篇 |
地质学 | 1419篇 |
海洋学 | 96篇 |
天文学 | 31篇 |
综合类 | 150篇 |
自然地理 | 46篇 |
出版年
2024年 | 6篇 |
2023年 | 24篇 |
2022年 | 70篇 |
2021年 | 64篇 |
2020年 | 67篇 |
2019年 | 89篇 |
2018年 | 81篇 |
2017年 | 96篇 |
2016年 | 98篇 |
2015年 | 95篇 |
2014年 | 116篇 |
2013年 | 127篇 |
2012年 | 137篇 |
2011年 | 123篇 |
2010年 | 100篇 |
2009年 | 112篇 |
2008年 | 95篇 |
2007年 | 130篇 |
2006年 | 123篇 |
2005年 | 113篇 |
2004年 | 99篇 |
2003年 | 107篇 |
2002年 | 64篇 |
2001年 | 62篇 |
2000年 | 86篇 |
1999年 | 34篇 |
1998年 | 37篇 |
1997年 | 32篇 |
1996年 | 30篇 |
1995年 | 30篇 |
1994年 | 20篇 |
1993年 | 20篇 |
1992年 | 15篇 |
1991年 | 11篇 |
1990年 | 14篇 |
1989年 | 8篇 |
1988年 | 11篇 |
1987年 | 5篇 |
1986年 | 1篇 |
1985年 | 1篇 |
1983年 | 1篇 |
1979年 | 6篇 |
排序方式: 共有2560条查询结果,搜索用时 31 毫秒
21.
An original theoretical model has been devised to simulate mass flow over hill slopes due to gravitational sliding. The sliding mass is discretized into a sequence of contiguous blocks which are subjected to gravitational forces, to bottom friction and to surface resistance stresses that are generally negligible for subaerial flows, but are relevant for submarine slides. The blocks interact with each other while sliding down the hill flanks because of internal forces that dissipate mechanical energy and produce a momentum exchange between the individual blocks, yet conserving the total momentum of the mass. Internal forces are expressed in terms of interaction coefficients depending on the instantaneous distance between the block centers of mass, which is a measure of the deformation experienced by the blocks: the functional dependence includes three parameters, namely the interaction intensity ¯, the deformability parameter and the shape parameter , by means of which a wide range of interaction types can be fully accounted for. The time integration is performed numerically by solving the equations for the block velocities and positions at any time ti by means of the block accelerations at the previous time ti-1, and by subsequently updating the block accelerations, which allows to proceed iteratively to the following times. The model has been tested against laboratory results available from literature and by means of several numerical experiments involving a simplified geometry both for the sliding body and the basal surface, with the purpose of clarifying the influence of the model parameters on the slide dynamics. The model improves the performance of the existing kinematic models for slides, moreover preserving an equivalent numerical simplicity. Future applications and possible improvements of this model are suggested. 相似文献
22.
梅世蓉 《地震学报(英文版)》1995,(3)
Onthephysicalmodelofearthquakeprecursorfieldsandthemechanismofprecursors'timespacedistribution──originandevidencesof thestron... 相似文献
23.
利用夯扩灌注桩对桩端持力层的加密作用,可解决水下填筑问题,利用粉煤灰的可压密性和夯扩灌注桩承载力高的特点,可大幅提高复合地基承载力,减少工程投资。以河南洛阳某高层建筑为例,介绍了粉煤灰垫层和夯扩灌注桩组成的刚性桩复合地基在高层建筑地基中的应用。 相似文献
24.
A numerical procedure is described for the analysis of the vertical deformation and the stress distribution of the strip footings
on layered soil media. Three layers of soil with different stiffness are considered with the middle soil layer the thinnest
and most stiff layer. The soil media is discretized and using the theory of elasticity, the governing differential equations
are obtained in terms of vertical and horizontal displacements. These equations along with appropriate boundary and continuity
conditions are solved by using the finite difference method. The vertical and horizontal displacements, strains and stresses
are found at various nodes in the soil media. Parametric studies are carried out to study the effect of the placement depth
of the middle soil layer, the relative ratios of the moduli of deformation of the soil layers on the vertical displacement
of the footing and the vertical stress distribution. These studies reveal that the middle thin but very stiff layer acts like
a plate and redistributes the stresses on the lower soft soil layer uniformly. The displacement on the top and bottom of the
middle soil layer is almost the same showing that the compression of the middle layer is negligible as it is very stiff. 相似文献
25.
26.
采用回剥法和局部均衡模式研究曾母盆地早中新世以来的沉降史,并探讨了该盆地构造演化特征。曾母盆地自早中新世以来经历了17.5-11.6Ma、11.6-5.5Ma、5.5-3.0Ma和3.0-0Ma的4次快速沉降作用,其构造演化受控于曾母地块与南沙地块及婆罗洲地块的碰撞和盆地两侧的万安-卢帕尔断裂与廷贾走滑断裂的综合作用,可划分为南北双向挤压(晚始新世-早中新世)、走滑改造(中中新世-晚中新世)和区域沉降(上新世-第四纪)3个演化阶段。 相似文献
27.
川西北松潘-甘孜地块大石包组玄武岩成因及其形成构造背景 总被引:9,自引:0,他引:9
川西北松潘-甘孜地块内二叠世大石包组玄武岩富集大离子亲石元素和高场强元素,具有与洋岛玄武岩相似的地球化学性质,形成于大陆板内环境。通过与典型峨眉山玄武岩之地球化学组成的对比研究,认为大石包玄武岩与峨眉山玄武岩中的高钛类玄武岩性质相同,两者具有一个共同的成因,即都是峨眉山地幔柱活动的产物。由此推测峨眉山玄武岩不仅分布在扬子地块内部,向西还有一定的延伸,同时暗示了峨眉山地幔柱头部可能具有比现在所认识的更大的规模。 相似文献
28.
29.
The damping‐solvent extraction method for the analysis of unbounded visco‐elastic media is evaluated numerically in the frequency domain in order to investigate the influence of the computational parameters—domain size, amount of artificial damping, and mesh density—on the accuracy of results. An analytical estimate of this influence is presented, and specific questions regarding the influence of the parameters on the results are answered using the analytical estimate and numerical results for two classical problems: the rigid strip and rigid disc footings on a visco‐elastic half‐space with constant hysteretic material damping. As the domain size is increased, the results become more accurate only at lower frequencies, but are essentially unaffected at higher frequencies. Choosing the domain size to ensure that the static stiffness is computed accurately leads to an unnecessarily large domain for analysis at higher frequencies. The results improve by increasing artificial damping but at a slower rate as the total (material plus artificial) damping ratio ζt gets closer to 0.866. However, the results do not deteriorate significantly for the larger amounts of artificial damping, suggesting that ζt≈0.6 is appropriate; a larger value is not likely to influence the accuracy of results. Presented results do not support the earlier suggestion that similar accuracy can be achieved by a large bounded domain with small damping or by a small domain with larger damping. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
30.