PowerBuilder中MapInfo的跨平台集成地图技术的实现     

孙雁  徐智勇  吴小芳 《测绘与空间地理信息》2003,26(2):26-28

随着地理信息系统的广泛应用,越来越多的大型系统中都需要集成地图的某些功能,为此探讨了在PowerBuilder中MapInfo的跨平台集成地图技术的实现。  相似文献   

基于约束点的曲线一致性化简   总被引：5，自引：0，他引：5  

应申  李霖 《武汉大学学报(信息科学版)》2003,28(4):488-491

详细探讨了基于平面上的特征约束点(无论在曲线上还是在曲线外)的曲线化简，并针对各种情况提出了一致性化简的方法。  相似文献   

地图数字化数据处理的相关平差与精度分析   总被引：1，自引：0，他引：1  

余晓红 《武汉大学学报(信息科学版)》2003,28(5):555-558

根据地图数字化坐标转换方法、转换所得地面坐标平差方法 ,得到数字化数据处理的几种方案 ,对不同方案的计算结果进行比较 ,讨论了相关性对平差结果的影响 ,并对数字化数据的精度评定进行了分析  相似文献   

用于监控多移动目标的电子地图系统     

杨龙  董绪荣 《全球定位系统》2003,28(1):32-36

介绍了一种监控移动目标的电子地图系统，该系统利用独特的方法对地图文件进行组织，该方法易于程序管理和查找地图文件，并可动态添加地图文件，系统采用的串口通信方式使用方法灵活，应用简便，实际应用结果表明系统可靠，运行稳定。  相似文献   

基于ArcView的专题地图的制作   总被引：3，自引：0，他引：3  

杨明  何宗宜  陈江华 《现代测绘》2003,26(3):32-33,35

本文探讨了在ArcView环境下专题地图的制作工艺方法和ArcView在制图中的相关应用。  相似文献   

在MapInfo中实现区域对象样点布设功能   总被引：1，自引：0，他引：1  

王唤良  朱建军  张贵 《测绘工程》2003,12(4):30-32

随着GIS在森林资源管理中应用的不断深入，在GIS系统中实现林业专业抽样设计功能是非常必要的。本文使用MapBasic鳊程语言实现三种样点布设功能。操作时，用鼠标点击欲布样点区域，在弹出对话框中作出回答，就能得到样点布设图和样点坐标表。  相似文献   

地图投影的最小二乘二元多项式拟合的误差估计     

张晓盼  齐欢 《测绘科学》2003,28(3):49-51

探讨了在地图投影的最小二乘二元多项式拟合中参考点的分布对拟合误差的影响,提出了一种基于矩阵的秩亏的方法来判断参考点是否在指定次数的二元多项式空间的代数曲线上,并导出在极小范数最小二乘意义下的拟合多项式的误差估计式,公式表明拟合误差和参考点的最小二乘误差无关。  相似文献   

Spatial probabilistic modeling of slope failure using an integrated GIS Monte Carlo simulation approach   总被引：4，自引：0，他引：4  

G. Zhou  T. Esaki  Y. Mitani  M. Xie  J. Mori 《Engineering Geology》2003,68(3-4):373-386

Spatial probabilistic modeling of slope failure using a combined Geographic Information System (GIS), infinite-slope stability model and Monte Carlo simulation approach is proposed and applied in the landslide-prone area of Sasebo city, southern Japan. A digital elevation model (DEM) for the study area has been created at a scale of 1/2500. Calculated results of slope angle and slope aspect derived from the DEM are discussed. Through the spatial interpolation of the identified stream network, the thickness distribution of the colluvium above Tertiary strata is determined with precision. Finally, by integrating an infinite-slope stability model and Monte Carlo simulation with GIS, and applying spatial processing, a slope failure probability distribution map is obtained for the case of both low and high water levels.  相似文献   

2-D deformation analysis of a half-space due to a long dip-slip fault at finite depth     

Sushil K. Tomar  Naresh K. Dhiman 《Journal of Earth System Science》2003,112(4):587-596

Closed form analytical expressions of stresses and displacements at any field point due to a very long dip-slip fault of finite width buried in a homogeneous, isotropic elastic half-space, are presented. Airy stress function is used to derive the expressions of stresses and displacements which depend on the dip angle and depth of the upper edge of the fault. The effect of dip angle and depth of the upper edge of the fault on stresses and displacements is studied numerically and the results obtained are presented graphically. Contour maps for stresses and displacements are also presented. The results of Rani and Singh (1992b) and Freund and Barnett (1976) have been reproduced.  相似文献   

Reliability based risk index for the design of reinforced earth structures   总被引：1，自引：0，他引：1  

Adnan A. Basma  Samer A. Barakat  Maher T. Omar 《Geotechnical and Geological Engineering》2003,21(3):225-242

The design methods currently used for earth reinforcement are mostly based on deterministic properties of both the soil and the construction materials used. Nowadays, however, the general trend is designing at a specific degree of reliability. This is even more true where the raw data such as soil properties exhibit significant variation. Deterministic solutions, in this case, may not suffice. Therefore, this paper will attempt to use probabilistic formulations thereby modifying the existing design procedure of reinforced earth retaining walls to account for uncertainties and variabilities. Through a first order Taylor's series expansion about the mean, the mean and variance of the strip reinforcing components, namely width and length, are derived in terms of the variations in the soil properties. Design charts that enable estimation of both mean and variance are developed to avoid extensive partial differentiation involved in the computations. Using appropriate probability distributions along with the mean and variance, the final design outputs are determined for a selected failure probability by introducing what is refered to as 'risk index'. The results indicate that the risk index increases with an increase in the coefficient of variations and a decrease in failure probability. Furthermore, it is shown that in some cases, depending on the variabilities of the soil properties, the classical design technique produced a relatively high failure probability. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献