Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Halil Erkaya"'
Publikováno v:
Croatian Journal of Forest Engineering, Vol 31, Iss 1, Pp 23-33 (2010)
Until the mid-1990s, post-processing was the only method available to determine survey- grade positions using GPS. Anew method was then introduced called Real-Time Kinematic (RTK). Real Time Kinematic surveying is an advanced form of relative GPS car
Externí odkaz:
https://doaj.org/article/1fb585abe74b4130ab2e799dc4e2d2da
Publikováno v:
Boletim de Ciências Geodésicas. 26
The Global Navigation Satellite System (GNSS) is used for precise positioning applications, such as surveying and geodesy. The aim of the present work is to evaluate the effectiveness of web-based relative positioning (RP) and precise point positioni
Publikováno v:
Boletim de Ciências Geodésicas, Volume: 18, Issue: 2, Pages: 171-184, Published: JUN 2012
Boletim de Ciências Geodésicas v.18 n.2 2012
Boletim de Ciências Geodésicas
Universidade Federal do Paraná (UFPR)
instacron:UFPR
Boletim de Ciências Geodésicas, Vol 18, Iss 2, Pp 171-184
Boletim de Ciências Geodésicas v.18 n.2 2012
Boletim de Ciências Geodésicas
Universidade Federal do Paraná (UFPR)
instacron:UFPR
Boletim de Ciências Geodésicas, Vol 18, Iss 2, Pp 171-184
WOS: 000306211500001
In this study, for Istanbul, there are two Cors Networks (Cors-TR, Iski Cors) providing Virtual Reference Station (VRS), and Flachen Korrektur Parameter (FKP), corrections to rover receiver for determining 3-D positions in r
In this study, for Istanbul, there are two Cors Networks (Cors-TR, Iski Cors) providing Virtual Reference Station (VRS), and Flachen Korrektur Parameter (FKP), corrections to rover receiver for determining 3-D positions in r
Publikováno v:
Survey Review. 41:339-351
Real-Time Kinematic surveys with the Global Positioning System (RTK GPS) have been used for a variety of different surveying applications. Its use for cadastral work is becoming commonplace. A case study was conducted to investigate the use of the RT
Publikováno v:
Boletim de Ciências Geodésicas, Volume: 19, Issue: 2, Pages: 268-286, Published: JUN 2013
Boletim de Ciências Geodésicas, Vol 19, Iss 2, Pp 268-286
Boletim de Ciências Geodésicas v.19 n.2 2013
Boletim de Ciências Geodésicas
Universidade Federal do Paraná (UFPR)
instacron:UFPR
Boletim de Ciências Geodésicas, Vol 19, Iss 2, Pp 268-286
Boletim de Ciências Geodésicas v.19 n.2 2013
Boletim de Ciências Geodésicas
Universidade Federal do Paraná (UFPR)
instacron:UFPR
Applicability of Terrestrial Laser Scanners/Scanning (TLS) in deformation measurement in dams is an active area of study. With the advance of modern technology, accuracy of measurements is much improved by developments in design of terrestrial laser
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7001a2ac1d8241191ee81488af8b8ef2
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1982-21702013000200007&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1982-21702013000200007&lng=en&tlng=en
Autor:
Halil Erkaya, Kutalmış Gümüş
Publikováno v:
International Journal of the Physical Sciences. 6
There has been a tremendous amount of research on accuracy, precision and sensitivity of terrestrial laser scanning (TLS) technology from the day it has been first used till today. In this article, geometric and nominal measurements of 3-dimensional
WOS: 000293697900002
Modal characteristics of engineering structures can be determined via dynamic observation in scope of system identification and they can be used for a variety of purposes, including model updates, damage assessment, active c
Modal characteristics of engineering structures can be determined via dynamic observation in scope of system identification and they can be used for a variety of purposes, including model updates, damage assessment, active c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::da09d5042423aed647e0bb2c3972d158
https://hdl.handle.net/20.500.12451/4280
https://hdl.handle.net/20.500.12451/4280
Publikováno v:
Geodetski list
Volume 63 (86)
Issue 4
Volume 63 (86)
Issue 4
The multipath is a serious of error source in both the static and the kinematic GPS measurements. The positioning accuracy is being degraded due to multipath signal. The multipath detection depends on the difference of carrier to noise (C/NO) between