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   2271篇
  免费   468篇
  国内免费   398篇
测绘学   197篇
大气科学   299篇
地球物理   1140篇
地质学   684篇
海洋学   454篇
天文学   112篇
综合类   165篇
自然地理   86篇
  2024年   7篇
  2023年   28篇
  2022年   47篇
  2021年   86篇
  2020年   75篇
  2019年   94篇
  2018年   84篇
  2017年   74篇
  2016年   89篇
  2015年   114篇
  2014年   109篇
  2013年   125篇
  2012年   117篇
  2011年   153篇
  2010年   127篇
  2009年   132篇
  2008年   128篇
  2007年   165篇
  2006年   153篇
  2005年   128篇
  2004年   120篇
  2003年   102篇
  2002年   81篇
  2001年   83篇
  2000年   73篇
  1999年   85篇
  1998年   78篇
  1997年   72篇
  1996年   72篇
  1995年   67篇
  1994年   60篇
  1993年   48篇
  1992年   43篇
  1991年   38篇
  1990年   20篇
  1989年   18篇
  1988年   14篇
  1987年   6篇
  1986年   6篇
  1985年   6篇
  1984年   1篇
  1982年   1篇
  1981年   1篇
  1980年   1篇
  1979年   1篇
  1977年   1篇
  1954年   4篇
排序方式: 共有3137条查询结果,搜索用时 62 毫秒
771.
This study focuses on the seismic performance of Ordinary Moment‐Resisting Concrete Frames (OMRCF) designed only for gravity loads. For this purpose, a 3‐story OMRCF was designed in compliance with the minimum design requirements in the American Concrete Institute Building Code ACI 318 (1999). This model frame was a regular structure with flexure‐dominated response. A 1/3‐scale 3‐story model was constructed and tested under quasi‐static reversed cyclic lateral loading. The overall behavior of the OMRCF was quite stable without abrupt strength degradation. The measured base shear strength was larger than the design base shear force for seismic zones 1, 2A and 2B calculated using UBC 1997. Moreover, this study used the capacity spectrum method to evaluate the seismic performance of the frame. The capacity curve was obtained from the experimental results for the specimen and the demand curve was established using the earthquake ground motions recorded at various stations with different soil conditions. Evaluation of the test results shows that the 3‐story OMRCF can resist design seismic loads of zones 1, 2A, 2B, 3 and 4 with soil types SA and SB . For soil type SC , the specimen was satisfactory in seismic zones 1, 2A, 2B and 3. For soil type SD , the OMRCF was only satisfactory for seismic zones 1 and 2A. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   
772.
山西数字遥测地震台网各子台台址地脉动噪声分析   总被引:4,自引:0,他引:4  
李媛媛  吴东 《内陆地震》2004,18(2):182-186
通过对山西数字遥测地震台网11个子台台址背景噪声进行分析和计算,得出了各台址背景噪声地脉动速度均方根值(RMS值)、观测动态范围、噪声信号功率谱。结果表明各台址背景噪声水平基本符合数字地震观测技术规范要求。  相似文献   
773.
介绍了盐源5.8级地震二滩大坝顶部的加速度时程及傅氏谱。由于该傅氏谱形态非常特异,为确认其正确性,特别从国内外数十条强震记录中归纳出了“加速度傅氏谱的基本结构为其时程疏密相间的‘节拍’所决定”的结论,并予以了数学解释。  相似文献   
774.
The von Kármán spectra of turbulent temperature andvelocity fluctuations have been widely used in the literature on turbulenceand electromagnetic, seismic, and acoustic wave propagation in random media.In this paper we provide a phenomenological motivation for the vonKármán velocity spectrum in terms of the quasi-wavelet model ofturbulence developed recently. In this model, turbulence is represented as asuperposition of self-similar localized eddies of many different scales. Wefind a functional form for these eddies that yields the von Kármán velocity spectrum exactly. We also show that other eddy functions producevelocity spectra that have the same general form as the von Kármán spectrum, and we consider possible quasi-wavelet representations of the`Kansas' spectrum and the `-1' spectrum. We also present asystematic determination, based on turbulence similarity theories, of theparameters of the von Kármán spectra of temperature and velocityfluctuations in an unstable atmospheric boundary layer.  相似文献   
775.
以内蒙古锡林河流域典型草原为研究对象,在群落调查和光谱观测数据的基础上,引入主成分分析方法(PCA)研究了与草场健康有关的各生物参数间关系,提出一种草场健康状况监测的新方法:(1)从包含12个反映群落各方面信息的变量中提取出3个有特定生态学意义的主成分,并进一步对其进行分析组合,得出一个能比较敏感、全面反映群落健康状况的新指标—草场健康指数(GHI);其意义在于:它不仅可以反映草场的生物量信息,而且可以反映群落的结构组成信息。(2)从6波段的植被光谱反射数据中提取出2个主成分:可见光因子和红外光因子,它们可以较好反映植被信息。(3)表征群落总量、放牧退化的主成分和GHI与植被光谱反射值有相当的相关性,由此得到GHI与可见光、红外光因子的回归模型。此模型可利用植被光谱较好地反映草场健康状况。  相似文献   
776.
IntroductionThe GRACE (gravity recovery and cli mate ex-peri ment) mission,twin satellites flying in for-mation ,which carries several key payloadsinclu-ding KBR (K-band ranging) system, waslaunchedin 2002 . The unique design of GRACEmissionis expected to lead to ani mprovement inseveral orders of magnitude in these gravitymeasurements and allow much i mproved resolu-tion of the Earth gravity field of finer scale overbothland and ocean to study a lot of geosciencesphenomena[1]. Though th…  相似文献   
777.
本文就非弹性地震反应谱的计算问题(运动方程的形式,谱参量的选取,方程解算中恢复力模型上拐折点的处理和时间积分方法),给出了几点理论考虑,介绍了一个改进的算法。这一算法具有精度好和效率高的优点,这对做好结构抗震设计和其它地震工程问题中需要处理大量强震动数据的分析研究工作是有利的。文中还就双线型恢复力模型具体计算了2个例子(一个为屈服强化情形,另一个为理想弹塑性情形)。最后联系计算工作和计算结果,对非弹性反应谱计算中的其它有关事项做了补充讨论和说明。  相似文献   
778.
A theoretical fault‐slip model has been developed for predicting the notional peak displacement demand (PDD) of earthquakes based on a limiting natural period of 5 s, for application in stable continental regions (SCRs). The developed theoretical expression is simple and robust. Importantly, it envelops predictions arising from a number of existing empirical and seismological (stochastic) models included in the comparison. The notional PDD prediction has been made initially for hard rock crustal conditions and at a reference source–site distance of 30 km. Factors have accordingly been introduced to correct for different distances and geological conditions in completing the PDD prediction model. Assuming displacement‐controlled behaviour, the predicted notional PDD may be compared with the displacement capacity of a structure, or component, for purposes of seismic stability assessment. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   
779.
It has been analyzed the influence of the tectonic ambient shear stress value on response spectrum based on the previous theory. Based on the prediction equation BJF94 presented by the famous American researchers, CLB20, a new prediction formula is proposed by us, where it is introduced the influence of tectonic ambient shear stress value on response spectrum. BJF94 is the prediction equation, which mainly depends on strong ground motion data from western USA, while the prediction equation SEA99 is based on the strong ground motion data from extensional region all over the world. Comparing these two prediction equations in detail, it is found that after BJF94's prediction value lg(Y) minus 0.16 logarithmic units, the value is very close to SEA99's one. This case demonstrates that lg(Y) in extensional region is smaller; the differences of prediction equation are mainly owe to the differences of tectonic ambient shear stress value. If the factor of tectonic ambient shear stress value is included into the prediction equation, and the magnitude is used seismic moment magnitude to express, which is universal used around the world, and the distance is used the distance of fault project, which commonly used by many people, then regional differences of prediction equation will become much less, even vanish, and it can be constructed the universal prediction equation proper to all over the world. The error in the earthquake-resistant design in China will be small if we directly use the results of response spectrum of USA (e.g. BJF94 or SEA99).  相似文献   
780.
西藏高原地形扰动对其降水分布影响的研究   总被引:6,自引:0,他引:6       下载免费PDF全文
舒守娟  王元  李艳 《水科学进展》2006,17(5):585-591
利用离散谱空间变换中谱能不变性约束下的谱分析方法和引进相对地形高程(地形扰动)概念,研究了西藏高原地形强迫对该区降水分布的影响机制。研究表明,在相对最大降水高度之下,所谓地形-降水分布剖面一致性(即降水分布曲线相似于地形起伏曲线,雨峰雨谷和山峰山谷基本一一对应)的经典结论在西藏高原不能完全满足。频谱空间中的地形-降水锁相关系能够更本质地反映出地形性降水分布的物理特征。揭示出,两种不同的地形-降水锁相关系即分别对应西藏高原的两种地形-降水分布形态,即雨峰雨谷和山峰山谷基本一一对应的共振分布型;降水随地形增高或增或减的漂移分布型。  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