全文获取类型
收费全文 | 15123篇 |
免费 | 1489篇 |
国内免费 | 1964篇 |
专业分类
测绘学 | 3083篇 |
大气科学 | 987篇 |
地球物理 | 1312篇 |
地质学 | 4402篇 |
海洋学 | 1599篇 |
天文学 | 5426篇 |
综合类 | 882篇 |
自然地理 | 885篇 |
出版年
2024年 | 28篇 |
2023年 | 95篇 |
2022年 | 401篇 |
2021年 | 531篇 |
2020年 | 562篇 |
2019年 | 537篇 |
2018年 | 413篇 |
2017年 | 626篇 |
2016年 | 556篇 |
2015年 | 625篇 |
2014年 | 843篇 |
2013年 | 924篇 |
2012年 | 890篇 |
2011年 | 1023篇 |
2010年 | 951篇 |
2009年 | 1258篇 |
2008年 | 1175篇 |
2007年 | 1098篇 |
2006年 | 1033篇 |
2005年 | 862篇 |
2004年 | 723篇 |
2003年 | 617篇 |
2002年 | 497篇 |
2001年 | 433篇 |
2000年 | 361篇 |
1999年 | 350篇 |
1998年 | 246篇 |
1997年 | 122篇 |
1996年 | 119篇 |
1995年 | 100篇 |
1994年 | 88篇 |
1993年 | 95篇 |
1992年 | 45篇 |
1991年 | 43篇 |
1990年 | 54篇 |
1989年 | 36篇 |
1988年 | 37篇 |
1987年 | 18篇 |
1986年 | 22篇 |
1985年 | 29篇 |
1984年 | 20篇 |
1983年 | 16篇 |
1982年 | 16篇 |
1981年 | 8篇 |
1980年 | 17篇 |
1979年 | 3篇 |
1978年 | 7篇 |
1977年 | 16篇 |
1877年 | 1篇 |
1875年 | 1篇 |
排序方式: 共有10000条查询结果,搜索用时 31 毫秒
61.
提出基于圆柱多段拟合的隧道中轴线提取方法。首先对隧道点云数据进行预处理,并将点云按隧道走向分成不同区段;然后对各区段依据轴线与表面点云法线垂直关系,提取精度较低的中轴线;最后对各区段利用圆柱多段拟合,提取精度较高的中轴线。实验表明,隧道中轴线的提取在一定的采样区间具有较高的稳定性,对直线和弯曲的圆形隧道有良好的适用性,算法可靠,精度较高。 相似文献
62.
在无气象数据的条件下,提出一种基于集合经验模态分解(EEMD)和季节性自回归移动平均模型(SARIMA)的对流层延迟(ZTD)预报新方法,并分别选取长春、上海、乌鲁木齐3个地区4个季节的ZTD数据进行预测分析。结果表明,基于EEMD-SARIMA的ZTD改正预报模型能够满足不同地区、不同季节下的ZTD估计需求,是一种高精度的ZTD预报方法。 相似文献
63.
范长新 《大地测量与地球动力学》2019,39(5):476-481
介绍TPXO、FES、Chinatide、MIKE Global Tide、Utide等典型海潮模型,总结归纳其同化潮汐数据来源和最新的海洋地形数据,利用我国沿岸长期验潮站以外的26个中短期潮位观测站评估TPXO等海潮模型预报精度。结果表明,全球海潮模型对我国沿海M2分潮的预报精度普遍较低,且主导了几种海潮模型在中国海域的整体预报精度;相比MIKE Global Tide和TPXO7.2,TPXO8、TPXO_Yellow Sea 2010和TPXO_China&Ind模型在我国沿海的预报精度更高。 相似文献
64.
选取2011-03-11日本MW9.3地震后全球地震台站记录的约220 h波形数据,基于一定的判断准则,筛选出质量较高的448个垂向观测数据,采用频域AR方法对0S0模态的特征频率和品质因子进行估值,并以信噪比为权重进行加权平均,得到特征频率f=0.814 658 4±5.3×10-7,品质因子Q=5 586±12。该结果与已有研究成果相比精度更高,有助于约束现有地球介质密度和衰减模型,使其更接近真实地球。 相似文献
65.
66.
67.
Omid Ghaffaripour Golnaz A. Esgandani Arman Khoshghalb Babak Shahbodaghkhan 《国际地质力学数值与分析法杂志》2019,43(11):1919-1955
This paper presents the first application of an advanced meshfree method, ie, the edge-based smoothed point interpolation method (ESPIM), in simulation of the coupled hydro-mechanical behaviour of unsaturated porous media. In the proposed technique, the problem domain is spatially discretised using a triangular background mesh, and the polynomial point interpolation method combined with a simple node selection scheme is adopted for creating nodal shape functions. Smoothing domains are formed on top of the background mesh, and a constant smoothed strain, created by applying the smoothing operation over the smoothing domains, is assigned to each smoothing domain. The deformation and flow models are developed based on the equilibrium equation of the mixture, and linear momentum and mass balance equations of the fluid phases, respectively. The effective stress approach is followed to account for the coupling between the flow and deformation models. Further coupling among the phases is captured through a hysteretic soil water retention model that evolves with changes in void ratio. An advanced elastoplastic constitutive model within the context of the bounding surface plasticity theory is employed for predicting the nonlinear behaviour of soil skeleton. Time discretisation is performed by adopting a three-point discretisation method with growing time steps to avoid temporal instabilities. A modified Newton-Raphson framework is designed for dealing with nonlinearities of the discretised system of equations. The performance of the numerical model is examined through a number of numerical examples. The state-of-the-art computational scheme developed is useful for simulation of geotechnical engineering problems involving unsaturated soils. 相似文献
68.
无人机在露天矿山监测中的应用 总被引:3,自引:0,他引:3
在露天矿山开采过程中,对矿山进行实时动态监测很有必要,它不仅能够实时掌握开采进度和开采方案实施的准确性,还有利于数字矿山建设。本文以河北省保定市涞源县某露天矿区为例,利用Pix4Dmapper软件对无人机航拍影像进行数据采集与处理,获取矿区的三维点云数据、数字正射影像和数字地表模型,并利用ArcGIS和Global Mapper软件对生产成果进行矿山开发占地分析,实现露天矿山三维可视化。本文为准确掌握矿山环境治理执行情况,把握矿山开发整体情况给予了有力的参考和借鉴作用。 相似文献
69.
This paper presents an experimental study on the performance of a shear-sliding stud-type damper composed of multiple friction units with high-tension bolts and disc springs. A numerical evaluation of the response reduction effects achieved by the stud-type damper is also presented. In dynamic loading tests, the behavior of stud-type multiunit friction damper specimens was investigated. Three different full-scale damper specimens, which were composed of five, six, or seven friction units with two or four sliding surfaces, were incorporated into loading devices for testing. The stud-type friction dampers demonstrated stable rigid-plastic hysteresis loops without any remarkable decrease in the sliding force even when subjected to repetitive loading, in addition to showing no unstable behavior such as lateral buckling. The damper produced a total sliding force approximately proportional to the number of sliding surfaces and friction units. The total sliding force of the stud-type damper can thus be estimated by summing the contributions of each friction unit. In an earthquake response simulation, the control effects achieved by stud-type dampers incorporated into an analytical high-rise building model under various input waves, including long-period, long-duration and pulse-like ground motions, were evaluated. A satisfactory response reduction was obtained by installing the developed stud-type dampers into the main frame without negatively impacting usability and convenience in terms of building planning. 相似文献
70.
Meandering river sinuosity increases until the channel erodes into itself (neck cutoff) or forms a new channel over the floodplain (chute cutoff) and sinuosity is reduced. Unlike neck cutoff, which can be measured or modelled without considering overbank processes, chute cutoff must be at least partially controlled by channel-forming processes on the floodplain. Even though chute cutoff controls meandering river form, the processes that cause chute cutoff are not well understood. This study analyses the morphology of two incipient chute cutoffs along the East Fork White River, Indiana, USA, using high temporal and spatial resolution UAS-based LiDAR and aerial photography. LiDAR and aerial imagery obtained between 1998 and 2019 reveals that large scour holes formed in the centre of both chutes sometime after chute channel initiation. A larger analysis within the study watershed reveals that scour holes within incipient chutes can be stable or unstable, and tend to stabilize when the chute is colonized by native vegetation and forest. When the scour holes form in farmed floodplain, they enlarge rapidly after initial formation and contribute to complete chute cutoff. In addition, this study shows that the formation of scour holes can occur in response to common, relatively low-magnitude floods and that the amount of incipient chute erosion does not depend on peak flood magnitude. The role of scour holes in enlarging chute channels could be an important mechanism for chute channel evolution in meandering rivers. This study also confirms that understanding the relationships among flow, land cover, and cutoff morphology is substantially improved with on-demand remote sensing techniques like integrated UAS and LiDAR. © 2020 John Wiley & Sons, Ltd. 相似文献