全文获取类型
收费全文 | 4982篇 |
免费 | 988篇 |
国内免费 | 976篇 |
专业分类
测绘学 | 470篇 |
大气科学 | 478篇 |
地球物理 | 2570篇 |
地质学 | 2050篇 |
海洋学 | 490篇 |
天文学 | 279篇 |
综合类 | 294篇 |
自然地理 | 315篇 |
出版年
2024年 | 18篇 |
2023年 | 52篇 |
2022年 | 139篇 |
2021年 | 187篇 |
2020年 | 174篇 |
2019年 | 225篇 |
2018年 | 197篇 |
2017年 | 174篇 |
2016年 | 202篇 |
2015年 | 263篇 |
2014年 | 301篇 |
2013年 | 273篇 |
2012年 | 285篇 |
2011年 | 301篇 |
2010年 | 291篇 |
2009年 | 316篇 |
2008年 | 303篇 |
2007年 | 352篇 |
2006年 | 339篇 |
2005年 | 309篇 |
2004年 | 334篇 |
2003年 | 286篇 |
2002年 | 233篇 |
2001年 | 186篇 |
2000年 | 189篇 |
1999年 | 172篇 |
1998年 | 136篇 |
1997年 | 131篇 |
1996年 | 110篇 |
1995年 | 98篇 |
1994年 | 58篇 |
1993年 | 83篇 |
1992年 | 45篇 |
1991年 | 37篇 |
1990年 | 36篇 |
1989年 | 37篇 |
1988年 | 32篇 |
1987年 | 12篇 |
1986年 | 7篇 |
1985年 | 6篇 |
1984年 | 5篇 |
1983年 | 1篇 |
1980年 | 1篇 |
1979年 | 1篇 |
1978年 | 2篇 |
1977年 | 1篇 |
1976年 | 1篇 |
1973年 | 2篇 |
1971年 | 2篇 |
1954年 | 1篇 |
排序方式: 共有6946条查询结果,搜索用时 406 毫秒
991.
992.
《The Professional geographer》2013,65(4):324-328
Principal components analysis of fracture trace and sinkhole characteristics near 33 wells drawing water from the Ocala aquifer identified three hydrogeologically significant components. Multiple regression analysis using these components as independent variables showed that the flow of water to a well bore is influenced in order of importance by (1) proximity to a zone of high secondary permeability; (2) average aquifer transmissivity near the well; and (3) degree of cavity development in the closest zone of high secondary permeability. 相似文献
993.
In Ms7.0 Lushan earthquake, a large amount of strong ground motion recordings were collected. In this paper, we analyze the recordings carefully. The abnor- mality of ground motion recordings is identified through a log linear regression. In the station of 51BXD, the PGA value has exceeded 1 g, which is the biggest peak ground acceleration (PGA) value obtained from all recordings in this earthquake. The log linear relation shows the PGA value in this station is abnormally large. As this station is located on the footage of a hill, the topographic amplifi- cation factor is explored in order to explain this abnor- mality. Through 3D numerical modeling using spectral element method with transmitting boundary conditions, the amplification factor is quantized. In this station, the topo- graphic amplification is highly polarized in the direction of East-West which agrees with the empirical recordings. This research result suggests us in future directionality of topographic amplification should be considered in the aseismic design. 相似文献
994.
“十五”期间建设并投入试运行的中国数字强震动台网云南区域台网有20多个强震动台站记录到宁洱6.4级地震产生的地面运动。但值得注意的是,位于实地考察得到的Ⅵ度以上烈度区内或者其附近的4个强震台站,从加速度峰值、速度峰值与烈度的对应关系来看,与实际震害现象反映出的烈度有一定差异。究其原因,地震动幅值的大小和震级的大小有着直接的关系,但同时也和地震波的传播途径及场地条件等因素有关。因此,从场地因素的角度出发,从覆盖土层、地形地貌和地质构造条件等方面对造成强震动记录值偏大的原因进行了调查分析。在此基础上,对今后云南地区地震动研究场地影响的考虑提出了一些思路和建议。 相似文献
995.
北斗卫星系统是中国正在实施的自主研发、独立运行的卫星定位与通信系统.因其具有短报文通信功能,进行相应的软硬件开发,可以用于传输包括烈度在内的强震动台网观测数据.通过北斗卫星传输烈度速报的性能测试和在芦山7.0级大地震中的实际应用效果,对北斗卫星系统目前在强震动台网数据传输中的应用方式和效能进行介绍. 相似文献
996.
997.
Approximation approach to the SRM based on root decomposition in the simulation of spatially varying ground motions 总被引:2,自引:2,他引:0
The spectral representation method(SRM) is widely used to simulate spatially varying ground motions.This study focuses on the approximation approach to the SRM based on root decomposition,which can improve the efficiency of the simulation.The accuracy of the approximation approach may be affected by three factors: matrix for decomposition,distribution of frequency interpolation nodes and elements for interpolation.The influence of these factors on the accuracy of this approach is examined and the following conclusions are drawn.The SRM based on the root decomposition of the lagged coherency matrix exhibits greater accuracy than the SRM based on the root decomposition of the cross spectral matrix.The equal energy distribution of frequency interpolation nodes proposed in this study is more effective than the counter pith with an equal spacing.Elements for interpolation do not have much of an effect on the accuracy,so interpolation of the elements of the decomposed matrix is recommended because it is less complicated from a computational efficiency perspective. 相似文献
998.
Seismic ground faulting is the greatest hazard for continuous buried pipelines.Over the years,researchers have attempted to understand pipeline behavior mostly via numerical modeling such as the finite element method.The lack of well-documented field case histories of pipeline failure from seismic ground faulting and the cost and complicated facilities needed for full-scale experimental simulation mean that a centrifuge-based method to determine the behavior of pipelines subjected to faulting is best to verify numerical approaches.This paper presents results from three centrifuge tests designed to investigate continuous buried steel pipeline behavior subjected to normal faulting.The experimental setup and procedure are described and the recorded axial and bending strains induced in a pipeline are presented and compared to those obtained via analytical methods.The influence of factors such as faulting offset,burial depth and pipe diameter on the axial and bending strains of pipes and on ground soil failure and pipeline deformation patterns are also investigated.Finally,the tensile rupture of a pipeline due to normal faulting is investigated. 相似文献
999.
S.R. Hoseini Vaez M.K. Sharbatdar G. Ghodrati Amiri H. Naderpour A. Kheyroddin 《地震工程与工程振动(英文版)》2013,12(2):267-278
In this study, a new mathematical model is developed composed of two parts, including harmonic and polynomial expressions for simulating the dominant velocity pulse of near fault ground motions. Based on a proposed velocity function, the corresponding expressions for the ground acceleration and displacement time histories are also derived. The proposed model is then fitted using some selected pulse-like near fault ground motions in the Next Generation Attenuation (NGA) project library. The new model is not only simple in form but also simulates the long-period portion of actual velocity near fault records with a high level of precision. It is shown that the proposed model-based elastic response spectra are compatible with the near fault records in the neighborhood of the prevailing frequency of the pulse. The results indicate that the proposed model adequately simulates the components of the time histories. Finally, the energy of the proposed pulse was compared with the energy of the actual record to confirm the compatibility. 相似文献
1000.
This paper presents the main results of the evaluation of residual inter‐story drift demands in typical moment‐resisting steel buildings designed accordingly to the Mexican design practice when subjected to narrow‐band earthquake ground motions. Analytical 2D‐framed models representative of the study‐case buildings were subjected to a set of 30 narrow‐band earthquake ground motions recorded on stations placed in soft‐soil sites of Mexico City, where most significant structural damage was found in buildings as a consequence of the 1985 Michoacan earthquake, and scaled to reach several levels of intensity to perform incremental dynamic analyses. Thus, results were statistically processed to obtain hazard curves of peak (maximum) and residual drift demands for each frame model. It is shown that the study‐case frames might exhibit maximum residual inter‐story drift demands in excess of 0.5%, which is perceptible for building's occupants and could cause human discomfort, for a mean annual rate of exceedance associated to peak inter‐story drift demands of about 3%, which is the limiting drift to avoid collapse prescribed in the 2004 Mexico City Seismic Design Provisions. The influence of a member's post‐yield stiffness ratio and material overstrength in the evaluation of maximum residual inter‐story drift demands is also discussed. Finally, this study introduces response transformation factors, Tp, that allow establishing residual drift limits compatible with the same mean annual rate of exceedance of peak inter‐story drift limits for future seismic design/evaluation criteria that take into account both drift demands for assessing a building's seismic performance. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献