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排序方式: 共有726条查询结果,搜索用时 31 毫秒
621.
遥感解译标志建立思路研究 总被引:1,自引:0,他引:1
针对地理国情普查与监测中遥感解译工作量大、解译难度高,解译工作人员不可能逐一实地核实每一个图斑的具体问题,提出了建立遥感解译标志库辅助作业人员解译的思路,以国情普查遥感解译样本数据库的建立为例,建立遥感影像解译样本标志库,方便遥感解译人员进行准确解译。 相似文献
622.
郭微 《测绘与空间地理信息》2017,40(5)
地理空间数据非常复杂,地图显示的内容和特征众多,为了准确显示各种要素内容,需要建立一套完整的地图符号。本文基于常用的ArcGIS软件,参考国家1∶500比例尺的地形图图示,利用ArcGIS软件的符号管理器、字体编辑器和二次开发功能制作了1∶500地形图符号库,经实际生产验证,效果很好,满足了作业需求,提高了生产效率。 相似文献
623.
624.
刘善磊 《测绘与空间地理信息》2017,(12):25-29
图式符号色值和式样的评价是地图制图赛项中的一项重要内容,为提高评价效率,本文提出了一种快速评价方法。首先根据标准数据和对应地图图式进行数据预处理和矢量控制文件的制作;然后通过改进的Harris角点检测算法实现角点检测,并进行特征点匹配和几何校正;最后利用缓冲区分析进行符号色值评价,并基于图像矩理论结合GrabCut算法实现符号式样评价。本项技术成果已应用于地图制图赛项中图式符号的快速评价,在测绘地理信息行业职业技能竞赛中发挥了重要作用。 相似文献
625.
An impervious surface cover is continuously spreading over the Wu-Tu upstream watershed due to the concentrated population
and raised economical demands, while that area also frequently suffers from heavy storms or typhoons during the summer season.
The increased flood volume due to this extended imperviousness causes a greater potential hazard than that of the past. In
order to evaluate the urbanized impacts on the watershed, a set of methods were used to estimate the changes of the watershed
storage. This research chose 51 observed events from three raingauges on the Wu-Tu upstream watershed, Taiwan, to study the
volume characteristic of abstracted rainwater. In the study, the block Kriging method was used to estimate the area rainfall
and the hourly excess was derived through the non-linear programing (NLP). A total of 40 samples were calibrated through the
hydrological model and the Soil Conservation Service (SCS) model using the optimum seeking method in order to search out and
establish the best parameters that illustrate the hydrological and geomorphic conditions at that time. Eleven cases were used
to examine the established relationship of the parameters and the impervious coverings. A design storm approach was used to
view the changes of the volume for various scale storms/typhoons because of the different degrees of urbanization. Then, a
diagram was designed to show the relationships that exist among the runoff coefficient, return period, and impervious surface.
The satisfactory results show that storage capability of rainwater for various scale storms on the Wu-Tu watershed would be
respectively reduced about 42–156 cms in different decrements up to now. 相似文献
626.
A key part of slope design is the review of past examples of slopes in similar ground conditions. This paper details the development of the SlopeSafe computer program which uses case-based reasoning to formalise this process. The program, written in Visual Basic, draws on a case-base of nearly 3000 case histories of successful and failed slopes to give an indication of the likely success of a proposed slope by matching its geometry and ground conditions to the slopes held in the case-base. XML (Extensible Markup Language) has been used to store the data and a specific set of tags has been defined to provide a standard way of storing slope information. The system has been identified by practising engineers as having the potential to be a very useful design tool. 相似文献
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629.
地图符号拓扑紧凑性和异质性信息测度 总被引:1,自引:0,他引:1
地图拓扑信息的准确测度,对于多比例尺地图表达、制图自动综合等具有重要意义。针对现有地图拓扑信息测度指标多单方面关注地图符号邻接方式的多样性或邻接关系的紧凑性,未能全面刻画地图符号拓扑空间格局与结构特征的问题,提出地图符号拓扑信息的构成包括拓扑结构紧凑性信息和拓扑结构异质性信息两部分。在此基础上,定义了地图符号拓扑结构紧凑性和异质性信息量,提出其计算方法,将其分别用于中国成都市、瑞典耶夫勒市和美国旧金山市的部分路网,结果表明该方法能较为准确地描述路网的拓扑结构。 相似文献
630.
The use of jet grouting as a foundation supporting element has brought about the need to define the design strategies for jet-grouted raft (JGR) system which differs from the traditional raft design due to the effects of jet-grouted columns (JGCs). Paper tackles this important aspect by combining the previously defined design strategies on piled raft and JGC to achieve an optimised design of complete JGR system. Initially, a single JGC has been analysed by means of three dimensional finite element (3D FE) analysis accounting for the previously measured actual trial JGC’s geometrical variation with depth. The image processing technique allowing the complex 3D FE modelling of JGC system is utilised and the results are validated by the back-analysis of the well-known experimental results reported in the literature. In a parametric study, extension of the numerical analysis to the complete JGR system is accomplished by considering the mutual interaction between the foundation elements. The effects of design factors that are interlayer thickness, JGC spacing and lengths on the design responses of vertical stresses, bending moments, average and differential settlements are presented. Response Surface Method is utilised in the multi objective optimisation analysis to present the optimised design solution by accounting for the design constraints previously defined for the considered factors and the responses. The significance of design constraints and their relative influences on the optimised design of JGR are finally discussed. 相似文献