首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   5530篇
  免费   1079篇
  国内免费   1281篇
测绘学   432篇
大气科学   1137篇
地球物理   1550篇
地质学   2757篇
海洋学   619篇
天文学   156篇
综合类   603篇
自然地理   636篇
  2024年   20篇
  2023年   80篇
  2022年   246篇
  2021年   274篇
  2020年   215篇
  2019年   276篇
  2018年   327篇
  2017年   285篇
  2016年   322篇
  2015年   262篇
  2014年   283篇
  2013年   322篇
  2012年   266篇
  2011年   266篇
  2010年   288篇
  2009年   284篇
  2008年   259篇
  2007年   266篇
  2006年   200篇
  2005年   207篇
  2004年   185篇
  2003年   184篇
  2002年   252篇
  2001年   275篇
  2000年   242篇
  1999年   263篇
  1998年   226篇
  1997年   202篇
  1996年   170篇
  1995年   161篇
  1994年   152篇
  1993年   124篇
  1992年   110篇
  1991年   79篇
  1990年   65篇
  1989年   54篇
  1988年   45篇
  1987年   32篇
  1986年   18篇
  1985年   22篇
  1984年   15篇
  1983年   17篇
  1982年   9篇
  1981年   10篇
  1980年   5篇
  1979年   5篇
  1978年   5篇
  1977年   3篇
  1958年   8篇
  1954年   1篇
排序方式: 共有7890条查询结果,搜索用时 31 毫秒
971.
三塘湖盆地条湖-马朗凹陷芦草沟组二段(芦二段)广泛发育一套火山灰与碳酸盐岩混合沉积的地层,但是芦二段页岩油的成藏条件和主控因素仍然不明确.本研究开展了有机/无机地球化学分析、岩芯常规分析(孔隙度、渗透率、含油饱和度)、全岩X射线衍射(XRD)、薄片、氩离子抛光-扫描电镜(FESEM)、高压压汞(HPMI)-核磁共振(N...  相似文献   
972.
建筑物的抗震设防需要尽可能地掌握未来大地震强震动记录信息,但大地震强震动记录的匮乏阻碍了抗震设防实践的发展。经验格林函数方法作为模拟地震动的主要方法,可以提供可靠的大地震强震动记录,但也存在着许多问题,如缺乏对大地震断层滑动分布不均匀的描述、用经验确定小震数目、模拟方法受到大小地震相似条件的限制等。文中对上述经验格林函数方法存在的问题进行了研究,改进的经验格林函数方法,有效地解决了上述问题。并用其对唐山大地震进行了模拟,并把模拟的地震动时程和反应谱与实际记录相比较,发现用改进方法模拟的地震动加速度反应谱比用未改进方法模拟结果更接近实际的地震动记录加速度反应谱。由此说明改进的经验格林函数可更准确的模拟地震动。  相似文献   
973.
Groundwater elevation fluctuation has been recognized as one mechanism causing temporal indoor air volatile organic chemical (VOC) impacts in vapor intrusion risk assessment guidance. For dissolved VOC sources, groundwater table fluctuation shortens/lengthens the transport pathway, and delivers dissolved contaminants to soils that are alternating between water saturated and variably saturated conditions, thereby enhancing volatilization potential. To date, this mechanism has not been assessed with field data, but enhanced VOC emission flux has been observed in lab-scale and modeling studies. This work evaluates the impact of groundwater elevation changes on VOC emission flux from a dissolved VOC plume into a house, supplemented with modeling results for cyclic groundwater elevation changes. Indoor air concentrations, air exchange rates, and depth to groundwater (DTW) were collected at the study house during an 86-d constant building underpressurization test. These data were used to calculate changes in trichloroethylene (TCE) emission flux to indoor air, during a period when DTW varied daily and seasonally from about 3.1 to 3.4 m below the building foundation (BF). Overall, TCE flux to indoor air varied by about 50% of the average, without any clear correlation to changes in DTW or its change rate. To complement the field study, TCE surface emission fluxes were simulated using a one-dimensional model (HYDRUS 1D) for conditions similar to the field site. Simulation results showed time-averaged surface TCE fluxes for cyclic water-table elevations were greater than for stationary water-table conditions at an equivalent time-averaged water-table position. The magnitudes of temporal TCE emission flux changes were generally less than 50% of the time-averaged flux, consistent with the field site observations. Simulation results also suggested that TCE emission flux changes due to groundwater fluctuation are likely to be significant at sites with shallow groundwater (e.g., < 0.5 m BF) and permeable soil types (e.g., sand).  相似文献   
974.
Qiaoling Guo  Yang  Yunsong  Su  Ning  Li  Jianlin  Wang  Xinyi 《Water Resources》2019,46(6):871-882
Water Resources - The Kuye river watershed is a coal mining watershed in Northwest China. The study analyzed runoff change of year, high flow period and low flow period in the past 60 years based...  相似文献   
975.
2018年9月4日新疆伽师发生MS5.5地震,震中处于塔里木地块西北缘,位于1997~1998年伽师强震群震区内。此次伽师地震前发生了MS4.7前震,截至9月30日最大余震震级为MS4.6(ML5.0),初步判定为前-主-余型地震序列。序列精定位结果显示,余震沿近NE向展布,主震震源深度与1997~1998年伽师强震主震基本一致,发震断层陡立。本文从区域的构造环境、地震震源机制解和余震分布特征等方面分析认为,地震发生在伽师隐伏断裂东南端部,为1997~1998年伽师强震群震区的一次新的构造活动。序列参数、视应力等计算结果显示,伽师MS5.5地震的预测最大余震震级与最大余震震级MS4.6接近,表明序列最大余震已经发生。  相似文献   
976.
Qie  Wenkun  Ma  Xueping  Xu  Honghe  Qiao  Li  Liang  Kun  Guo  Wen  Song  Junjun  Chen  Bo  Lu  Jianfeng 《中国科学:地球科学(英文版)》2019,62(1):112-134
The Global Boundary Stratotype Sections and Points(GSSPs) for the bases of all seven international Devonian stages have been formally defined and ratified by IUGS till 1996, and nowadays, the main tasks for Devonian stratigraphers include further subdivision of these standard stages, strictly constrained absolute ages for the boundaries, and precise neritic-pelagic and marine-terrestrial correlations using multidisciplinary stratigraphy methods. Establishment of high-resolution Devonian integrative stratigraphy framework and timescale of China would play an important role in improving regional and international correlation, facilitating the recognition of important stratigraphic levels in different paleogeographic settings, and understanding the evolution pattern of biota, paleoclimate and paleoenvironment during this critical interval. Based on well-studied bio-and chronostratigraphy of Devonian in South China and adjacent areas, in combination with recent achievements in carbon isotope stratigraphy, event stratigraphy and radioactive isotope ages, this paper briefly summarize the research history and current status of Devonian chronostratigraphy of China, and for the first time introduce Devonian integrative stratigraphy framework of China.Up to date, few studies have been conducted on the astronomical cyclostratigraphy and high-resolution radioactive isotope dating in Devonian of China, which should be our main focuses in the near future.  相似文献   
977.
室内管道系统抗震研究综述   总被引:1,自引:0,他引:1  
根据最新震害统计资料发现,非结构构件在地震中造成的经济损失远大于结构构件。非结构构件按照地震反应特征可分为位移敏感型构件和加速度敏感型构件。其中,位移敏感型构件的破坏多受层间位移角控制,主要采用拟静力试验进行研究;加速度敏感型构件的破坏多受楼面加速度的控制,主要采用振动台试验进行研究。室内管道系统是非结构构件的重要组成部分,室内管道系统中的立管和水平管分别属于位移敏感型和加速度敏感型构件。本文系统地论述了近年来国内外学者开展的关于室内管道系统的抗震研究工作,并对室内管道系统下一步的研究工作提出了建议。  相似文献   
978.
建设韧性城乡的技术途径   总被引:1,自引:1,他引:0  
中国地震多发、灾害严重,迫切需要提升抗震能力,实现韧性城乡的建设。本文围绕建设韧性城乡的技术途径,梳理了工程抗震技术发展的历史沿革,阐述了韧性城乡的提出背景。基于震害类比、实验验证和理论分析,总结提炼工程结构抗震能力“散”、“脆、”偏、“单”评估法,指出应以“整而不散”、“延而不脆”、“匀而不偏”、“冗而不单”的传统抗震技术及隔震与消能减震新技术作为实现韧性城乡的技术途径。  相似文献   
979.
980.
Quantifying the effects of pore-filling materials on elastic properties of porous rocks is of considerable interest in geophysical practice. For rocks saturated with fluids, the Gassmann equation is proved effective in estimating the exact change in seismic velocity or rock moduli upon the changes in properties of pore infill. For solid substance or viscoelastic materials, however, the Gassmann theory is not applicable as the rigidity of the pore fill (either elastic or viscoelastic) prevents pressure communication in the pore space, which is a key assumption of the Gassmann equation. In this paper, we explored the elastic properties of a sandstone sample saturated with fluid and solid substance under different confining pressures. This sandstone sample is saturated with octadecane, which is a hydrocarbon with a melting point of 28°C, making it convenient to use in the lab in both solid and fluid forms. Ultrasonically measured velocities of the dry rock exhibit strong pressure dependency, which is largely reduced for the filling of solid octadecane. Predictions by the Gassmann theory for the elastic moduli of the sandstone saturated with liquid octadecane are consistent with ultrasonic measurements, but underestimate the elastic moduli of the sandstone saturated with solid octadecane. Our analysis shows that the difference between the elastic moduli of the dry and solid-octadecane-saturated sandstone is controlled by the squirt flow between stiff, compliant, and the so-called intermediate pores (with an aspect ratio larger than that of compliant pore but much less than that of stiff pores). Therefore, we developed a triple porosity model to quantify the combined squirt flow effects of compliant and intermediate pores saturated with solid or viscoelastic infill. Full saturation of remaining stiff pores with solid or viscoelastic materials is then considered by the lower embedded bound theory. The proposed model gave a reasonable fit to the ultrasonic measurements of the elastic moduli of the sandstone saturated with liquid or solid octadecane. Comparison of the predictions by the new model to other solid substitution schemes implied that accounting for the combined effects of compliant and intermediate pores is necessary to explain the solid squirt effects.  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号