2006
DOI: 10.1016/j.cam.2005.06.047
|View full text |Cite
|
Sign up to set email alerts
|

Computing Helmert transformations

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

0
56
0
4

Year Published

2013
2013
2021
2021

Publication Types

Select...
5
3

Relationship

0
8

Authors

Journals

citations
Cited by 92 publications
(60 citation statements)
references
References 3 publications
0
56
0
4
Order By: Relevance
“…Az elcsavarodás miatt az alappontokról mért részletpontokat egy β szöggel el kellett forgatni, hogy az eredeti pozíciókat kapjuk vissza. A részletpontok pozíciójának javítása Helmert transzformációval történt (Watson 2006). Az eltolás vektora a Field-Map és a referenciamérés különbségéből származott (ΔX; ΔY).…”
Section: Táblázat: a Terepen Felvett Adatok öSszefoglalásaunclassified
“…Az elcsavarodás miatt az alappontokról mért részletpontokat egy β szöggel el kellett forgatni, hogy az eredeti pozíciókat kapjuk vissza. A részletpontok pozíciójának javítása Helmert transzformációval történt (Watson 2006). Az eltolás vektora a Field-Map és a referenciamérés különbségéből származott (ΔX; ΔY).…”
Section: Táblázat: a Terepen Felvett Adatok öSszefoglalásaunclassified
“…Bedrock is made of Cretaceous to Miocene sandstone flysch and clayshales, while the landslide body is made of clay, silt and blocks forming a deposit with a detrital texture and a matrix supported fabric whose maximum thickness is about 30 m. Despite its prehistoric origin [Bertolini et al, 2005], the landslide resumed activity several times during the last 60 years and has been seasonally active from 2001 to date [Ronchetti et al, 2007]. The geomorphic evolution of the slope was particularly relevant in winter-spring 2001, 2006and 2009[Corsini et al, 2009Sterzai et al, 2010]. In these years, total reactivations of the landslide were triggered by 150 to 350 mm of rainfall in periods ranging from 3 to 40 days [Daehne, 2011].…”
Section: Case Study Settingsmentioning
confidence: 99%
“…It is known that transformation of data from one coordinate framework into another might introduce errors and reduce the accuracy of results [Watson, 2006]. It is therefore advisable to process and correct measurements of each individual instrument by using its own reference framework and then to transform the computed displacement results from one reference framework to another.…”
Section: Stability Of Ats Control Prismsmentioning
confidence: 99%
“…by Friedrich Robert Helmert (18431917), director of Potsdam geodetic institute and Professor at the University of Berlin [11]. He introduced shift plus rotation transform.…”
mentioning
confidence: 99%
“…These are a) standard formulae (11) and (13) Can the extended transform be extended once again? We may add spherical functions to the right side of (9), like in many astrometric texts on catalogue comparison, e. g. [12].…”
mentioning
confidence: 99%