全文获取类型
| 收费全文 | 51719篇 |
| 免费 | 6328篇 |
| 国内免费 | 7477篇 |
专业分类
| 测绘学 | 3753篇 |
| 大气科学 | 4590篇 |
| 地球物理 | 6747篇 |
| 地质学 | 20844篇 |
| 海洋学 | 4050篇 |
| 天文学 | 17209篇 |
| 综合类 | 2332篇 |
| 自然地理 | 5999篇 |
出版年
| 2024年 | 180篇 |
| 2023年 | 477篇 |
| 2022年 | 1281篇 |
| 2021年 | 1392篇 |
| 2020年 | 1314篇 |
| 2019年 | 1748篇 |
| 2018年 | 1157篇 |
| 2017年 | 1372篇 |
| 2016年 | 1431篇 |
| 2015年 | 1668篇 |
| 2014年 | 2053篇 |
| 2013年 | 2056篇 |
| 2012年 | 2242篇 |
| 2011年 | 2379篇 |
| 2010年 | 2146篇 |
| 2009年 | 3722篇 |
| 2008年 | 3633篇 |
| 2007年 | 3959篇 |
| 2006年 | 3868篇 |
| 2005年 | 3611篇 |
| 2004年 | 3442篇 |
| 2003年 | 3112篇 |
| 2002年 | 2736篇 |
| 2001年 | 2393篇 |
| 2000年 | 2204篇 |
| 1999年 | 2011篇 |
| 1998年 | 2026篇 |
| 1997年 | 986篇 |
| 1996年 | 758篇 |
| 1995年 | 792篇 |
| 1994年 | 795篇 |
| 1993年 | 571篇 |
| 1992年 | 378篇 |
| 1991年 | 359篇 |
| 1990年 | 259篇 |
| 1989年 | 264篇 |
| 1988年 | 199篇 |
| 1987年 | 147篇 |
| 1986年 | 117篇 |
| 1985年 | 73篇 |
| 1984年 | 48篇 |
| 1983年 | 37篇 |
| 1982年 | 18篇 |
| 1981年 | 11篇 |
| 1980年 | 14篇 |
| 1979年 | 10篇 |
| 1978年 | 15篇 |
| 1977年 | 12篇 |
| 1954年 | 8篇 |
| 1897年 | 7篇 |
排序方式： 共有10000条查询结果，搜索用时 15 毫秒
1.
2.
A FORTRAN program, consistent with the commercially available finite element (FE) code ABAQUS, is developed based on a three-dimensional (3D) linear elastic brittle damage constitutive model with two damage criteria. To consider the heterogeneity of rock, the developed FORTRAN program is used to set the stiffness and strength properties of each element of the FE model following a Weibull distribution function. The reliability of the program is assessed against available experimental results for granite cylindrical specimens with a throughgoing, flat and inclined fissure. The calibration procedure of the material parameters is explained in detail, and it is shown that the compressive to tensile strength ratio can have a substantial influence on the failure response of the specimens. Numerical simulations are conducted for models with different levels of heterogeneity. The results show a smaller load bearing capacity for models with less homogeneity, representing gradual coalescence of fully damaged elements forming throughout the models during loading. The maximum load bearing capacity is studied for various combinations of inclination angles of two centrally aligned, throughgoing and flat fissures of equal length embedded in cylindrical models under uniaxial and multiaxial loading conditions. The key role of the compressive to tensile strength ratio is highlighted by repeating certain simulations with a lower compressive to tensile strength ratio. It is proven that the peak loads of the rock models with sufficiently small compressive to tensile strength ratios containing two throughgoing fissures of equal length are similar, provided that the minimum inclination angles of the models are the same. The results are presented and discussed with respect to the existing experimental findings in the literature, suggesting that the numerical model applied in this study can provide useful insight into the failure behaviour of rock-like materials. 相似文献
3.
4.
5.
6.
7.
8.
9.
10.