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???????вο???(CORS)????????????GPS???????????λ(RTK)??????????GPS??????λ?????????????? ??λ???????????????????????????????????????????е?Delaunay?????????????????????CORS????????????????????????????????????????????????ο??????????????????????????????????????????Ч???????????     

基于综合判调法更新1：50000数据库的探讨

对综合判调法更新1：50000数据库的生产工艺进行了综述,分析研究了综合判调法更新1：50000数据库的技术路线和设计方法,探讨了采用综合判调法进行1：50000数据库更新的优点。     

北京市地名数据库的维护更新

北京市地名数据库已于2008年9月建成,对地名数据库的维护更新及应用服务被提上议事日程,其中维护更新又是应用服务的前提。建立了地名数据库维护更新机制,形成了地名数据库维护更新作业流程,给出了地名维护更新过程中的一些问题的处理方法,对今后的地名数据库维护更新及应用服务做了展望。     

面向地理空间数据更新的数据同化

针对目前地理空间数据整合与持续高效更新存在的问题,将数据同化这一概念和思想引入地理空间数据的更新,目的是提高空间数据质量和空间数据库更新的效率。着重论述了地理空间数据同化的概念、内涵和关键技术。最后提出了地理事件-条件-操作GECA(Geographical Event-Condition-Action)规则驱动下的基于数据同化的地理空间数据更新机制。     

Constrained Edge Dynamic Deleting in CD-TIN Based on Influence Domain Retriangulation of Virtual Point

Constrained Delaunay triangulated irregular network is one kind of dynamic data structures used in geosciences. The research on point and edges insertion in CD-TIN is the basis of its application. Comparing with the algorithms of points and constrained edge insertion, there are very a few researches on constrained edge deletion in CD-TIN. Based on the analysis of the polymorphism of constrained edge, virtual points are used to describe the intersection of constrained edges. A new algorithm is presented, called as influence domain retriangulating for virtual point (IDRVP), to delete constrained edges with virtual points. The algorithm is complete in topology. Finally, the algorithm is tested by some applications cases.     

多比例尺空间数据库更新技术研究

提出了基于CHT_EUR空间数据库模型的多比例尺空间数据库更新方案。该方案通过空间要素匹配和属性对比对发生变更的数据进行自动识别，并且能通过基于地理对象构建的关联关系实现多尺度空间数据的联动更新，有效地解决了多比例尺数据不一致的问题。     

Parameter identification of framed structures using an improved finite element model‐updating method—Part II: application to experimental data

In this study, we determine an updated finite element model of a reinforced concrete building—which was damaged from shaking during 1994 Northridge earthquake—using forced‐vibration test data and a novel model‐updating technique. Developed and verified in the companion paper (viz. BVLSrc, Earthquake Eng. Struct. Dyn. 2006; this issue), this iterative technique incorporates novel sensitivity‐based relative constraints to avoid ill conditioning that results from spatial incompleteness of measured data. We used frequency response functions and natural frequencies as input for the model‐updating problem. These data were extracted from measurements obtained during a white‐noise excitation applied at the roof of the building using a linear inertial shaker. Flexural stiffness values of properly grouped structural members, modal damping ratios, and translational and rotational mass values were chosen as the updating parameters, so that the converged results had direct physical interpretations, and thus, comparisons with common parameters used in seismic design and evaluation of buildings could be made. We investigated the veracity of the updated finite element model by comparing the predicted and measured dynamic responses under a second, and different type of forced (sine‐sweep) vibration, test. These results indicate that the updated model replicates the dynamic behaviour of the building reasonably well. Furthermore, the updated stiffness factors appear to be well correlated with the observed building damage patterns (i.e. their location and severity). Copyright © 2006 John Wiley & Sons, Ltd.     

基于摄影测量的高精度三维城市建筑物建模技术

分析了摄影测量三维城市建筑物建模的需求和摄影测量方法在建筑物三维重建和三维城市建筑物数据更新方面的优势,讨论了基于摄影测量的三维城市建筑物建模的方法、流程和技术,实现了大范围城市建筑物和单个复杂建筑物的高精度三维重建.     

基于正常轮廓更新的自适应异常检测方法

根据网络系统发生正常改变的基本特征,提出了确定网络系统正常改变的“三条件”计算方法,其计算结果可作为更新正常轮廓的依据。对正常轮廓的更新问题进行了深入探讨,提出了自适应异常检测的实现机制。并以网络流量分析为例,验证了在异常检测中应用这一方法的可行性。     

基于机载Lidar的地貌数据快速更新方案研究

空间地理信息作为国家信息资源的重要组成部分之一,承担着越来越重要的作用,地貌数据作为空间数据的组成部分,其数据采集及更新十分重要。机载Lidar问世以来受到测绘行业广泛重视,其应用不断扩展。该文以地貌数据的快速更新为研究目的,深入分析了地貌更新流程以及机载Lidar数据成果,并在此之上提出基于机载Lidar数据的地貌快速更新方案,研究其具体步骤以及核心技术,同时采用CAD二次开发实现地貌更新数据预处理,大幅提高地貌更新效率。