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   29338篇
  免费   6878篇
  国内免费   4702篇
测绘学   3917篇
大气科学   4790篇
地球物理   7167篇
地质学   12505篇
海洋学   3709篇
天文学   1138篇
综合类   2149篇
自然地理   5543篇
  2025年   38篇
  2024年   669篇
  2023年   659篇
  2022年   1043篇
  2021年   1257篇
  2020年   1428篇
  2019年   1631篇
  2018年   1166篇
  2017年   1489篇
  2016年   1488篇
  2015年   1498篇
  2014年   1841篇
  2013年   2202篇
  2012年   1904篇
  2011年   1948篇
  2010年   1527篇
  2009年   1945篇
  2008年   1867篇
  2007年   1947篇
  2006年   1884篇
  2005年   1513篇
  2004年   1412篇
  2003年   1158篇
  2002年   936篇
  2001年   799篇
  2000年   727篇
  1999年   707篇
  1998年   684篇
  1997年   581篇
  1996年   492篇
  1995年   437篇
  1994年   380篇
  1993年   353篇
  1992年   265篇
  1991年   203篇
  1990年   156篇
  1989年   144篇
  1988年   120篇
  1987年   73篇
  1986年   59篇
  1985年   52篇
  1984年   31篇
  1983年   14篇
  1982年   23篇
  1981年   19篇
  1980年   21篇
  1977年   21篇
  1976年   25篇
  1973年   17篇
  1971年   14篇
排序方式: 共有10000条查询结果,搜索用时 0 毫秒
61.
现代高科技生产设备对振动的要求越来越严格,在某洁净厂房的建设过程中,由于生产线扩大,需要将生产厂房的部分非微振区改建为微振区。本文针对生产厂房整体结构在地面环境随机振动下的微振动问题,建立了生产厂房的有限元动力分析模型。以实测的自由场地微振动加速度时程为激励,对结构系统的随机振动响应情况进行分析。并对3种工况情况下,结构特定节点的振动情况进行对比分析,表明加密柱网能够有效减小结构振动,从而为工程设计提出合理建议。  相似文献   
62.
A series of effective stress analyses is carried out on the seismic performance of river dikes based on the case histories during the 1993 Hokkaido-Nansei-oki and 1995 Hyogoken-Nambu earthquakes in Japan. Seven case histories selected for the analyses involve a crest settlement ranging from none to 2.7 m in the dikes 3–6 m high with evidence of liquefaction at foundation soil. The effective stress model used is based on a multiple shear mechanism and was developed by one of the authors. The soil parameters are evaluated based on the site investigation and laboratory test results. The results of the analyses are basically consistent with the observed performance of the river dikes. In particular, the effective stress model shows a reasonable capability to reproduce the varying degree of settlements depending on the geotechnical conditions of foundation soils beneath the dikes. The analyses also indicate that the effect of a cohesive soil layer mixed with the liquefiable sand layers beneath the dikes can be a primary factor for reducing the liquefaction-induced deformation of dikes.  相似文献   
63.
青鹏煤矿位于重庆市沙坪坝区青木关镇及壁山县壁城镇,已开采50余年.随着开采水平的延深,矿井地下水流场发生了相应的变化,改变了地下水原有的补、径、排条件.2012年2月,青鹏煤矿-200m水平-22103运输巷施工过程中,碛头煤层(M2)顶板裂隙突水造成局部淹井事故.通过地面及井下水文地质调查以及采取地表水、泉水、矿井水样进行水质分析,指出矿井突水水源由须家河组裂隙水、采空区积水和嘉陵江组灰岩岩溶裂隙水的越流补给3部分组成.为矿井防治水提供了水文地质依据.  相似文献   
64.
本文区分了“樱桃园组”岩石在元古主构造旋回的三幕变形,详细描述了各幕SFL组合和按区段进行了投影。主变形幕D1的构造最发育,F1控制着本区的岩性分布。构造序列及样式变化显示由高塑性向脆性的变形格式。本组与下伏的太古鞍山群变粒岩在构造序列、样式和变质相上都有显著差异,过去许多地质学家把二者混划为一个单位,统名“鞍山群”,属太古宙。但本组与上覆的辽河群(上元古)的构造样式和变质相却相似,故其时代相当于早元古Ferrian期。  相似文献   
65.
S8滑坡体后壁出露有新鲜滑动面,两侧呈双沟同源,坡体出现大量裂缝,前缘缓慢推移等,充分说明该滑坡体正处于不稳定状态。主要原因是:季节性洪水侵蚀滑坡体,前缘出现了临空面,使前缘支撑作用减弱;滑坡体内裂隙发育,裂隙水动力作用使滑动面抗滑能力降低;邻近采煤区造成的采动裂隙增加了水动力作用。该滑坡体裂隙丰富,保水性差,不利于植物生长;滑坡体边缘不断垮塌造成水土流失,沉积物淤塞下游河谷。防治措施有:在滑坡体后壁修筑排水沟,关闭邻近小煤窑,在前缘冲沟里构筑堡坎以减小水侵蚀作用;在冲沟里构筑拦砂埂,抬高沟底阻止切向侵蚀,以稳定滑坡体前缘。  相似文献   
66.
Anabranching is characteristic of a number of rivers in diverse environmental settings worldwide, but has only infrequently been described from bedrock-influenced rivers. A prime example of a mixed bedrock-alluvial anabranching river is provided by a 150-km long reach of the Orange River above Augrabies Falls, Northern Cape Province, South Africa. Here, the perennial Orange flows through arid terrain consisting mainly of Precambrian granites and gneisses, and the river has preferentially eroded bedrock joints, fractures and foliations to form multiple channels which divide around numerous, large (up to 15 km long and 2 km wide), stable islands formed of alluvium and/or bedrock. Significant local variations in channel-bed gradient occur along the river, which strongly control anabranching style through an influence on local sediment budgets. In relatively long (>10 km), lower gradient reaches (<0.0013) within the anabranching reach, sediment supply exceeds local transport capacity, bedrock usually only crops out in channel beds, and channels divide around alluvial islands which are formed by accretion in the lee of bedrock outcrop or at the junction with ephemeral tributaries. Riparian vegetation probably plays a key role in the survival and growth of these islands by increasing flow roughness, inducing deposition, and stabilising the sediments. Less commonly, channels may form by eroding into once-continuous island or floodplain surfaces. In shorter (<10 km), higher gradient reaches (>0.0013) within the anabranching reach, local transport capacity exceeds sediment supply, bedrock crops out extensively, and channels flow over an irregular bedrock pavement or divide around rocky islands. Channel incision into bedrock probably occurs mainly by abrasion, with the general absence of boulder bedforms suggesting that hydraulic plucking is relatively unimportant in this setting. Mixed bedrock-alluvial anabranching also occurs in a number of other rivers worldwide, and appears to be a stable and often long-lived river pattern adjusted to a number of factors commonly acting in combination: (1) jointed/fractured granitoid rock outcrop; (2) erosion-resistant banks and islands; (3) locally variable channel-bed gradients; (4) variable flow regimes.  相似文献   
67.
Mercury is a pollutant of concern due to its toxic and bioaccumulative properties. Studies on the distribution and hazard of mercury in the environment are mainly focused on its forms, toxicity and the environment standard, and progresses and results have been achieved. But these studies in the past were concentrated on the scales of laboratory or smaller districts merely, such as a small unit of mineral area, vegetable base, paddy field, lake, etc. Multi-target regional geochemical survey carried out by China Geological Survey from the 1990s to now is a fundamental and commonweal geological survey, large-scale and systematical inquisition and research were conducted in 19 provinces (or municipalities directly under the Central Government) in the eastern overlay region of China, and the purpose is to provide the basic geochemical data for national economic construction, adjustment of industrial and agricultural structures and sustainable social development. Geochemical studies aim at investigating soils in these regions and 52 elements have been tested, producing a great amount of data at the same time. Methods: based on the data from 3061 samples of surface soil and 832 samples of deep soil from the project of multi-purpose geochemical survey in the Chengdu Basin, Sichuan, China, this paper describes the correlation relationship between Hg and other 48 elements and their spatial distribution in surface and deep soils of these areas by applying the method of linear regression and factor analysis.  相似文献   
68.
聚类分析的很多算法中都采用连接两点直线的欧氏距离来判断空间亲疏性,然而当有障碍物层存在时,连接两点的直线已不能完全表达它们之间的关系,特别是当有指定的交通路线时,两点之间的连通路径和距离必须遵从特定的路径.文中讨论在了障碍物或指定的交通路线存在的情况下点集的聚类分析,给出了解决有障碍物或指定交通路线时进行聚类分析的算法PathClust.  相似文献   
69.
基桩缺陷逐步能量恢复递推定量分析   总被引:3,自引:0,他引:3  
通过大量正演计算,对不同桩周土条件下缺陷程度与时域速度响应波形中入射波波幅与反射波波幅的比值进行了相关性分析,拟合出桩侧土为粘土、砂土、粉土条件下桩径变化程度与波幅比之间的关系式。通过理论分析,在基桩存在多缺陷时,导出了缩颈与扩颈对下一个缺陷引起的反射波幅值的影响系数,进而,提出了逐步能量恢复递推缺陷程度的理论与方法,在时间域中,实现了基桩存在多缺陷时的低应变动测缺陷量化分析。模型桩试验分析结果表明,缺陷量化分析方法可取得显著效果。  相似文献   
70.
This paper focuses on examining the effects of frequency content of the ground motion on the inelastic demands imposed on both single degree of freedom (SDF) and multi degree of freedom (MDF) steel‐framed systems. A detailed literature review is conducted to identify the indicator that best represents the frequency content of ground motion. The mean period (Tm) of ground motion is selected owing to its ability to distinguish between various spectral shapes of ground motion, and its relationship with magnitude, distance and site characteristics. Inelastic displacement demands on SDF systems for target ductility levels are first studied in the light of Tm, using a suite of 128 ground motion records. The study is then extended to MDF systems with the help of incremental dynamic analysis by employing the same ground motion ensemble to assess the influence of Tm on various engineering demand parameters. The results obtained indicate that, for SDF systems, the amplification of displacements occurs when the period ratio between elastic period (Te) and Tm is lower than unity. For MDF systems, the results demonstrate that the influence of higher modes on the base shear and maximum storey drift profile becomes more pronounced, as Tm approaches the higher mode periods of the structure. These observations, for both SDF and MDF systems, tend to be more evident for higher levels of inelasticity. The significance of the results, with particular reference to European seismic design procedures, is highlighted. Copyright © 2010 John Wiley & Sons, Ltd.  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