{"title":"基于稳健m估计方法的测量建筑多边形角度平差","authors":"E. Osada, Małgorzata Mendela-Anzlik","doi":"10.15292/GEODETSKI-VESTNIK.2019.02.250-259","DOIUrl":null,"url":null,"abstract":"Positions of polygon points determining a geometric shape of a building object are affected by random measurement errors of the object’s angles. Polygon angles are thus not equal when comparing actual and design corners of a building object. However it is possible to make an attempt to correct polygon angles within the standard deviation of the position of polygon points and lead to their congruency with the known design angles of the field object. In this paper, we propose the least squares method for","PeriodicalId":44295,"journal":{"name":"Geodetski Vestnik","volume":"1 1","pages":""},"PeriodicalIF":0.4000,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Angular adjustment of surveyed building polygon using robust M-estimation methods\",\"authors\":\"E. Osada, Małgorzata Mendela-Anzlik\",\"doi\":\"10.15292/GEODETSKI-VESTNIK.2019.02.250-259\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Positions of polygon points determining a geometric shape of a building object are affected by random measurement errors of the object’s angles. Polygon angles are thus not equal when comparing actual and design corners of a building object. However it is possible to make an attempt to correct polygon angles within the standard deviation of the position of polygon points and lead to their congruency with the known design angles of the field object. In this paper, we propose the least squares method for\",\"PeriodicalId\":44295,\"journal\":{\"name\":\"Geodetski Vestnik\",\"volume\":\"1 1\",\"pages\":\"\"},\"PeriodicalIF\":0.4000,\"publicationDate\":\"2019-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geodetski Vestnik\",\"FirstCategoryId\":\"90\",\"ListUrlMain\":\"https://doi.org/10.15292/GEODETSKI-VESTNIK.2019.02.250-259\",\"RegionNum\":4,\"RegionCategory\":\"社会学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"GEOGRAPHY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geodetski Vestnik","FirstCategoryId":"90","ListUrlMain":"https://doi.org/10.15292/GEODETSKI-VESTNIK.2019.02.250-259","RegionNum":4,"RegionCategory":"社会学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"GEOGRAPHY","Score":null,"Total":0}
Angular adjustment of surveyed building polygon using robust M-estimation methods
Positions of polygon points determining a geometric shape of a building object are affected by random measurement errors of the object’s angles. Polygon angles are thus not equal when comparing actual and design corners of a building object. However it is possible to make an attempt to correct polygon angles within the standard deviation of the position of polygon points and lead to their congruency with the known design angles of the field object. In this paper, we propose the least squares method for
期刊介绍:
Zveza geodetov Slovenije v skladu s svojim poslanstvom in s svojim statutom, izdaja znanstveno, strokovno in informativno glasilo Geodetski vestnik. Izhaja v nakladi 1200 izvodov. Objavlja znanstvene, strokovne in poljudno strokovne prispevke ter informacije. Revija je dostopna v večjem številu sekundarnih podatkovnih baz po svetu in mnogih knjižnicah. Od leta 2008 je vključena v Thomson Scientific bazo podatkov SCI. Cena izvoda revije je za nečlane 17 Evrov.