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   38721篇
  免费   6935篇
  国内免费   9325篇
测绘学   3237篇
大气科学   8070篇
地球物理   9250篇
地质学   18525篇
海洋学   4954篇
天文学   1671篇
综合类   4170篇
自然地理   5104篇
  2024年   119篇
  2023年   510篇
  2022年   1688篇
  2021年   1871篇
  2020年   1599篇
  2019年   1810篇
  2018年   2063篇
  2017年   1904篇
  2016年   2224篇
  2015年   1991篇
  2014年   2337篇
  2013年   2367篇
  2012年   2338篇
  2011年   2420篇
  2010年   2432篇
  2009年   2313篇
  2008年   2166篇
  2007年   2051篇
  2006年   1640篇
  2005年   1535篇
  2004年   1174篇
  2003年   1111篇
  2002年   1080篇
  2001年   1151篇
  2000年   1283篇
  1999年   1711篇
  1998年   1375篇
  1997年   1308篇
  1996年   1213篇
  1995年   1063篇
  1994年   939篇
  1993年   840篇
  1992年   681篇
  1991年   555篇
  1990年   397篇
  1989年   374篇
  1988年   326篇
  1987年   195篇
  1986年   170篇
  1985年   109篇
  1984年   115篇
  1983年   87篇
  1982年   89篇
  1981年   69篇
  1980年   39篇
  1979年   38篇
  1978年   12篇
  1977年   15篇
  1976年   14篇
  1958年   32篇
排序方式: 共有10000条查询结果,搜索用时 31 毫秒
991.
Investigated is the accuracy in estimating the response of asymmetric one‐storey systems with non‐linear viscoelastic (VE) dampers by analysing the corresponding linear viscous system wherein all non‐linear VE dampers are replaced by their energy‐equivalent linear viscous dampers. The response of the corresponding linear viscous system is determined by response history analysis (RHA) and by response spectrum analysis (RSA) extended for non‐classically damped systems. The flexible and stiff edge deformations and plan rotation of the corresponding linear viscous system determined by the extended RSA procedure is shown to be sufficiently accurate for design applications with errors generally between 10 and 20%. Although similar accuracy is also shown for the ‘pseudo‐velocity’ of non‐linear VE dampers, the peak force of the non‐linear VE damper cannot be estimated directly from the peak damper force of the corresponding linear viscous system. A simple correction for damper force is proposed and shown to be accurate (with errors not exceeding 15%). For practical applications, an iterative linear analysis procedure is developed for determining the amplitude‐ and frequency‐dependent supplemental damping properties of the corresponding linear viscous system and for estimating the response of asymmetric one‐storey systems with non‐linear VE dampers from the earthquake design (or response) spectrum. Finally, a procedure is developed for designing non‐linear supplemental damping systems that satisfy given design criteria for a given design spectrum. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
992.
The five MTMD models, with natural frequencies being uniformly distributed around their mean frequency, have been recently presented by the first author. They are shown to have the near‐zero optimum average damping ratio (more precisely, for a given mass ratio there is an upper limit on the total number, beyond which the near‐zero optimum average damping ratio occurs). In this paper, the eight new MTMD models (i.e. the UM‐MTMD1~UM‐MTMD3, US‐MTMD1~US‐MTMD3, UD‐MTMD1 and UD‐MTMD2), with the system parameters (mass, stiffness and damping coefficient) being, respectively, uniformly distributed around their average values, have been, for the first time here, proposed to seek for the MTMD models without the near‐zero optimum average damping ratio. The structure is represented by the mode‐generalized system corresponding to the specific vibration mode that needs to be controlled. Through minimization of the minimum values of the maximum dynamic magnification factors (DMF) of the structure with the eight MTMD models (i.e. through the implementation of Min.Min.Max.DMF), the optimum parameters and values of Min.Min.Max.DMF for these eight MTMD models are investigated to evaluate and compare their control performance. The optimum parameters include the optimum mass spacing, stiffness spacing, damping coefficient spacing, frequency spacing, average damping ratio and tuning frequency ratio. The six MTMD models without the near‐zero optimum average damping ratio (i.e. the UM‐MTMD1~UM‐MTMD3, US‐MTMD1, US‐MTMD2 and UD‐MTMD2) are found through extensive numerical analyses. Likewise, the optimum UM‐MTMD3 offers the higher effectiveness and robustness and requires the smaller damping with respect to the rest of the MTMD models in reducing the responses of structures subjected to earthquakes. Additionally, it is interesting to note, by comparing the optimum UM‐MTMD3 with the optimum MTMD‐1 recently investigated by the first author, that the effectiveness and robustness for the optimum UM‐MTMD3 is almost identical to that for the optimum MTMD‐1 (without inclusion of the optimum MTMD‐1 with the near‐zero optimum average damping ratio). Recognizing these performance benefits, it is preferable to employ the optimum UM‐MTMD3 or the optimum MTMD‐1 without the near‐zero optimum average damping ratio, when installing the MTMD for the suppression of undesirable oscillations of structures under earthquakes. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
993.
王延恩  李念国  韩汝钊 《地下水》2003,25(2):103-105
两城水源地具有较丰富的喀斯特水,根据长期观测资料,充分考虑水资源的各种补给和开采条件,应用水均衡原理,对其水资源量进行定量评价,获得允许可开采量,为工农业供水提供可靠依据。  相似文献   
994.
The relation between the gravity variation features and Ms=8.1 earthquake in Qinghai-Xizang monitoring area is analyzed preliminarily,by using spatial dynamic variation results of regional gravity field from absolute gravity and relative gravity observation in 1998 and 2000.The results show that:1)Ms\8.1 earthquake in Kulun mountain pass westem occurred in the gravity variation high gradient near gravity‘s high negative variation;2)The Main tectonic deformation and emnergy accumulation before MS=8.1 earthquake are distributed at south side of the epicenter;3)The range of gravity‘s high negative variation at east of the MS=8.1 earthquake epicenter relatively coincides with that rupture region according to field geology investigation;4)Gravity variation distribution in high negative value region is just consistent with the second shear strain‘s high value region of strain field obtained from GPS observation.  相似文献   
995.
Transverse isotropy with a tilted axis of symmetry (TTI) causes image distortion if isotropic models are assumed during data processing. A simple anisotropic migration approach needs long computational times and is sensitive to the signal-to-noise ratio. This paper presents an efficient, general approach to common-depth-point (CDP) mapping to image the subsurface in TTI media from qP-wave seismic data by adding anisotropic and dip parameters to the velocity model. The method consists of three steps: (i) calculating traveltimes and positions of the CDP points; (ii) determining CDP trajectories; (iii) CDP imaging. A crucial step is the rapid computation of traveltimes and raypaths in the TTI media, which is achieved by the Fermat method, specially adapted for anisotropic layered media. The algorithm can image the subsurface of a given model quickly and accurately, and is suitable for application to a bending reflector. The effectiveness of the method is demonstrated by comparing the raypaths, the traveltimes and the results of CDP mapping, when assuming isotropic media, transversely isotropic media with a vertical axis of symmetry (TIV), and TTI media.  相似文献   
996.
Abstract   The West Kunlun mountain range along the northwestern margin of the Tibetan Plateau is crucial in understanding the early tectonic history of the region. It can be divided into the North and South Kunlun Blocks, of which the former is considered to be part of the Tarim Craton, whereas consensus was not reached on the nature and origin of the South Kunlun Block. Samples were collected from the 471 Ma Yirba Pluton, the 405 Ma North Kudi Pluton and the 214 Ma Arkarz Shan Intrusive Complex. These granitoids cover approximately 60% of the Kudi area in the South Kunlun Block. Sr, Nd, and O isotope compositions preclude significant involvement of mantle-derived magma in the genesis of these granitoids; therefore, they can be used to decipher the nature of lower–mid crust in the area. All samples give Mesoproterozoic Nd model ages (1.1–1.5 Ga) similar to those of the exposed metamorphic complex of this block but significantly different from those of the basement of the North Kunlun Block (2.8 Ga). This indicates that the South Kunlun Block does not have an Archean basement, and, thus, does not support the microcontinent model that suggests the South Kunlun Block was a microcontinent once separated from and later collided back with the North Kunlun Block.  相似文献   
997.
西昆仑库地混杂岩带中深海浊积岩的浊积相划分及其特征   总被引:9,自引:3,他引:9  
西昆仑库地混杂岩带中发育一套深海浊积岩。本文在系统的沉积相分析基础上,识别并划分出本区浊积岩的7类浊积相及14种亚相,结合其成因分别对各浊积相(亚相)的沉积特征、垂向分布规律进行了总结与描述。此外,垂向上还识别出3种浊积相组合,文中对其沉积序列特征及其所代表的环境意义进行了阐述。结合其它资料,探讨了这套浊流沉积的沉积环境,认为它形成于位于消减带和海沟之间的弧前盆地环境。  相似文献   
998.
广西钦州小董——板城地区发育较好的晚泥盆世至晚二叠世含放射虫硅质岩,剖面连续。本文对板城地区石梯水库晚泥盆世含放射虫硅质岩进行了主量元素、微量元素和稀土元素的分析,指示这些硅质岩形成于大陆边缘与深海盆地之间的过渡地带,说明在晚泥盆世钦州地区不存在大洋,与当时在华南板块与扬子板块之间发育古特提斯洋不符。  相似文献   
999.
四川石棉蛇绿岩的地球化学特征及其构造意义   总被引:12,自引:0,他引:12  
四川石棉县石棉蛇绿岩主要由变质橄榄岩和辉长岩组成,玄武岩出露零星。辉长岩中锆石U-P年龄为906±46Ma,表明它是新元古代早期岩浆活动产物。变质橄榄岩具有低的Al_2O_3和CaO含量,高的MgO含量和Mg~#值,与世界上典型蛇绿岩中方辉橄榄岩的值一致。玄武岩具有较高的SiO_2和TiO_2含量,较低的Al_2O_3和K_2O含量;LREE略亏损,基本无Eu异常;在不相容元素方面,玄武岩具有较低的(La/Yb)_N,(La/Sm)_N,Ce/Zr,Th/Y,Th/La和Ti/Y值,较高的La/Nb,Zr/Nb和Y/Nb值,Nb负异常较为明显;玄武岩的主要地球化学特征与MORB相似,但与IAT和OIB区别明显。在构造环境判别图解中,玄武岩均投影于MORB区域。根据上述特征并结合区域地质构造特征,笔者认为,石棉蛇绿岩可能形成于成熟的弧后盆地环境。  相似文献   
1000.
SHRIMP U-Pb zircon age, geochemical and Nd isotopic data are reported for the Neo-proterozoic Guandaoshan pluton in the Yanbian region, SW Sichuan. This pluton is of typical I-type granite and emplaced at (857 ± 13) Ma. Geochemical and Nd isotopic characters suggest that the pluton was generated by partial melting of pre-existing, young (late Mesoproterozoic to early Neo-proterozoic) low-K tholeiitic protolith within an intraplate anorogenic setting. The Guandaoshan pluton probably records the earliest magmatism induced by the proposed ca. 860–750 Ma mantle superplume beneath the supercontinent Rodinia.  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