2011
DOI: 10.1179/003962610x12747001420906
|View full text |Cite
|
Sign up to set email alerts
|

Updating Thai Reference Frame to ITRF2005 Using GPS: Diversion Between ITRF2000 and 2005 in Southeast Asia

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

0
3
0

Year Published

2011
2011
2022
2022

Publication Types

Select...
6

Relationship

1
5

Authors

Journals

citations
Cited by 7 publications
(3 citation statements)
references
References 6 publications
0
3
0
Order By: Relevance
“…However, the large difference of rotation rates between NNR-MORVEL56 and ITRF2008 indicates that alignment accuracy of ITRF2008 to NNR-MORVEL56 is not better than 2 mm/year . Finally ITRF2000 velocities are not fully compatible with either ITRF2005 and ITRF2008 as velocities in latitude component (at least within SE Asia) were found to differ up to a few mm/year (Satirapod et al 2011) and hence also affect the Euler pole and rotation rate estimations (e.g., Sundaland ITRF2000 and ITRF2005 results by Simons et al (2007) in Table 1). …”
Section: Previous Estimatesmentioning
confidence: 94%
“…However, the large difference of rotation rates between NNR-MORVEL56 and ITRF2008 indicates that alignment accuracy of ITRF2008 to NNR-MORVEL56 is not better than 2 mm/year . Finally ITRF2000 velocities are not fully compatible with either ITRF2005 and ITRF2008 as velocities in latitude component (at least within SE Asia) were found to differ up to a few mm/year (Satirapod et al 2011) and hence also affect the Euler pole and rotation rate estimations (e.g., Sundaland ITRF2000 and ITRF2005 results by Simons et al (2007) in Table 1). …”
Section: Previous Estimatesmentioning
confidence: 94%
“…Co-seismic vertical displacements at these locations, determined from GPS processing (the difference between the first weekly averaged static solution after and before the earthquake), are PHKT (20.4 ± 14.5 mm), NTUS (−8.1 ± 5.2 mm), ARAU (12.1 ± 13.0 mm) and BNKK (−5.9 ± 9.2 mm). These co-seismic rates are derived from a data set, of which the horizontal component is analyzed and presented in Satirapod et al (2011). Both uplift and subsidence are present at PHKT and NTUS, contradicting the model that predicts only subsidence in the far field.…”
Section: Co-seismic Displacements Of the Sumatra-andaman Earthquakementioning
confidence: 97%
“…The primary (first-order) network is extended from the zero-order network and comprised 19 GNSS stations with an interval of about 250km for each station. After the concurrence of the 9.2 Mw Sumatra-Andaman earthquake on the 26 th December of 2004, the network was readjusted and classified as class B by FGCC standard from 2005 (Satirapod et al 2009). For the secondary (second-order) network, there are 94 GNSS stations tied from the first-order network with a spacing interval of 50 to 100km and an accuracy of about one part per million (ppm).…”
Section: Gnss/leveling Datamentioning
confidence: 99%