全文获取类型
收费全文 | 1875篇 |
免费 | 290篇 |
国内免费 | 353篇 |
专业分类
测绘学 | 257篇 |
大气科学 | 206篇 |
地球物理 | 263篇 |
地质学 | 866篇 |
海洋学 | 156篇 |
天文学 | 9篇 |
综合类 | 174篇 |
自然地理 | 587篇 |
出版年
2024年 | 6篇 |
2023年 | 26篇 |
2022年 | 69篇 |
2021年 | 67篇 |
2020年 | 90篇 |
2019年 | 73篇 |
2018年 | 69篇 |
2017年 | 83篇 |
2016年 | 111篇 |
2015年 | 100篇 |
2014年 | 118篇 |
2013年 | 92篇 |
2012年 | 128篇 |
2011年 | 122篇 |
2010年 | 99篇 |
2009年 | 101篇 |
2008年 | 107篇 |
2007年 | 140篇 |
2006年 | 118篇 |
2005年 | 97篇 |
2004年 | 96篇 |
2003年 | 76篇 |
2002年 | 53篇 |
2001年 | 59篇 |
2000年 | 50篇 |
1999年 | 59篇 |
1998年 | 50篇 |
1997年 | 45篇 |
1996年 | 27篇 |
1995年 | 35篇 |
1994年 | 42篇 |
1993年 | 26篇 |
1992年 | 27篇 |
1991年 | 10篇 |
1990年 | 6篇 |
1989年 | 21篇 |
1988年 | 10篇 |
1987年 | 4篇 |
1986年 | 2篇 |
1985年 | 1篇 |
1983年 | 1篇 |
1982年 | 1篇 |
1977年 | 1篇 |
排序方式: 共有2518条查询结果,搜索用时 31 毫秒
61.
Yi--> Tian Wenbing Wu Guosheng Jiang M. Hesham El Naggar Guoxiong Mei Meijuan Xu Rongzhu Liang 《国际地质力学数值与分析法杂志》2020,44(8):1170-1183
In engineering practice, a rapid loading rate can result in ground failure when the strength of soft soils is relatively low, and a multistage loading scheme is always utilized to deal with this situation. Firstly, under a multistage load and the continuous drainage boundary, an analytical solution of excess pore-water pressure and consolidation degree is obtained by virtue of the superposition formula of excess pore-water pressure, and a more general continuous drainage boundary under arbitrary time-dependent load is developed. Then, a comparison with existing analytical solutions is conducted to verify the present solution. A preliminary attempt on applying the continuous drainage boundary into the finite element model is made, and the feasibility of the numerical model for the one-dimensional consolidation under the continuous drainage boundary is verified by comparing the results calculated by FEM with that from present analytical solution. Finally, the consolidation behavior of soil is investigated in detail for different int erface parameters or loading scheme. The results show that, in land reclamation projects, a horizontal drain should be placed close to the boundary with a smaller interface parameter to improve the consolidation efficiency. The degree of consolidation is also related to the applied time-dependent load and interface parameters. 相似文献
62.
温湿指数是气候舒适度评价模型之一,通过温度与湿度的组合反映人体与周围环境的热量交换,本文利用2003-2018年浙江省及其周边71个气象站点月平均气温、地面水汽压数据,以及MODIS水汽产品,基于GridMet模型模拟了浙江省各月温湿指数空间分布(100 m×100 m),分析了浙江省温湿指数随地形因子(海拔、坡度、坡向)变化的特征;讨论了各地形因子对温湿指数空间分布的影响程度。结果表明:① 海拔、坡度、坡向3个地形因子中,1月温湿指数随坡向的变化最大,7月最小;② 同坡向上,坡度变化对1月温湿指数影响较大,而海拔变化则是对7月影响最大;③ 南坡1月温湿指数随海拔和坡度增加均略为增加,南坡其他月份及北坡各月均为随海拔和坡度增加温湿指数减小;④ 北坡相对于南坡而言,海拔和坡度对温湿指数的影响更为明显。浙江大部分山区由于地形影响,夏季较为“舒适”,适宜建立避暑消夏的旅游项目。 相似文献
63.
Estimation of near surface soil moisture in a sloping terrain of a Himalayan watershed using ENVISAT ASAR multi‐incidence angle alternate polarisation data 下载免费PDF全文
Soil moisture is one of the important input variables in hydrological and water erosion models. The extraction of information on near surface soil moisture from synthetic aperture radar (SAR) is well established mostly for flat terrain and using low incidence angle single polarisation data. The ENVISAT advanced SAR (ASAR) data available in multiple incidence angles and alternate polarisation modes were investigated in this study for soil moisture estimation in sloping terrain. The test site was Sitla Rao watershed in the Lesser Himalayas of northern India. Empirical models were developed to estimate near surface soil moisture in bare agricultural fields using alternate polarisation ASAR data. Both soil moisture and surface roughness field measurements were performed during the satellite passes. Backscatter from medium incidence angle (IS‐4) and vertical‐vertical (VV) polarisation signal is correlated better with volumetric soil moisture content compared to other incidence angles. The model parameters were further improved, and soil moisture estimation was refined by combining medium incidence angle (IS4) vertical‐horizontal polarisation response as another variable along with VV polarisation response. The effect of slope on the radar backscatter was minimized by incorporating local incidence angles derived from an ASTER DEM. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
64.
The steel plate shear wall (SPSW) system is a robust option for earthquake resistance due to the strength, stiffness, ductility and energy dissipation that it provides. Although thin infill plates are efficient for resisting lateral loads, boundary frames that are proportioned based on capacity design requirements add significant structural weight that appears to be one of the factors limiting the use of the system in practice. An alternate configuration, the SPSW with coupling (SPSW‐WC), was explored recently as an option for increasing architectural flexibility while also improving overall system economy and seismic performance. The SPSW‐WC, which extensively employs flexural boundary frame contribution, has shown promise in analytical, numerical and experimental studies, but recent research on uncoupled SPSWs suggests that boundary frame contribution should not be considered for carrying seismic design shear. As a result, in the present study, boundary frame contribution in SPSWs was explored with detailed three‐dimensional finite element models, which were validated against large‐scale SPSW‐WC tests. Six‐story systems were considered, and the study matrix included single and double uncoupled SPSWs along with coupled SPSWs that had various degrees of coupling. Variations in design methodology were also explored. The modeling framework was employed to conduct static monotonic and cyclic pushover analyses and dynamic response history analysis. These analyses demonstrate the beneficial effect of coupling in SPSWs and illustrate the need to consider boundary frame contribution in design of coupled SPSWs. In addition, sharing design shear between the infill plate and the boundary frame is more generally shown to not be detrimental if this sharing is done in the design stage based on elastic analysis and the resulting boundary frame provides adequate secondary strength and stiffness following infill plate yielding. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献
65.
给出了时变参数PGM(1,1)模型的数值解法,比较了其与GM(1,1)、PGM(1,1)模型的预测精度,分析了灰区间作为预测结果的可靠性。 相似文献
66.
67.
在实时GPS精密单点定位中,能否快速有效地得到高精度的卫星钟差预报值是影响实时单点定位速度和精度的一个重要因素,由于GPS原子钟的高频率、高敏感和极易受到外界及其本身因素影响的性质使得卫星钟差预报至今都没能得到很好地解决,本文在目前的卫星钟差预报基础上,分别探讨了利用灰色模型理论、线性模型和二次多项式模型等方法,以IGS超快星历中2004年12月7日卫星钟差观测资料预报8日的卫星钟差为例进行卫星钟差预报研究,初步得出如下结论:在利用IGS超快星历的前一天的卫星钟差观测值预报后一天的钟差时,线性模型相对方便有效;而灰色模型只要选取合适的模型指数系数,能得到较高精度;但二次多项式模型预报精度较差。利用线性模型能达到或优于IGS超快星历预报钟差的预报精度。 相似文献
68.
69.
由于地下水中含有多种离子,若仅通过单项离子来评判水质等级,势必有很大的缺陷,因此采用一种基于物元分析理论的综合评判方法,建立多种指标的评判模型,运用关联函数来进行地下水质量等级的评判。 相似文献
70.
介绍了高桥墩的垂直度观测方法和精度分析,推导出一系列实用公式,观测方法简单,结果精确可靠。利用这种方法能快速有效地判断出桥墩的倾斜量,及时采取相应调整措施,以保证桥墩的垂直性。 相似文献