scholarly journals Crustal motion along the Eurasia-Nubia plate boundary in the Calabrian Arc and Sicily and active extension in the Messina Straits from GPS measurements

2004 ◽  
Vol 109 (B11) ◽  
Author(s):  
Nicola D’Agostino ◽  
Giulio Selvaggi
2016 ◽  
Vol 35 ◽  
pp. 144-154 ◽  
Author(s):  
Yun Zhou ◽  
Jiankun He ◽  
Ilhomjon Oimahmadov ◽  
Mustafo Gadoev ◽  
Zhengyang Pan ◽  
...  

2020 ◽  
Author(s):  
Frédéric Masson ◽  
Mustapha Meghraoui ◽  
Najib Bahrouni ◽  
Mohammed Saleh ◽  
Maamri Ridha ◽  
...  

<p>The plate boundary in the western Mediterranean includes the Tunisian Atlas Mountains. We study the active deformation of this area using GPS data collected from 2014 to 2018. WNW to NNW trending velocities express the crustal motion and geodetic strain field from the Sahara platform to the Tell Atlas, consistent with the African plate convergence. To the south, the velocities indicate a nearly WNW-ESE trending right-lateral motion of the Sahara fault-related fold belt with respect to the Sahara Platform. Further north and northeast, the significant decrease in velocities between the Eastern Platform and Central – Tell Atlas marks the NNW trending shortening deformation associated with local ENE – WSW extension visible in the Quaternary grabens. The velocity field and strain distribution associated with the active E-W trending right-lateral faulting and NE-SW fault-related folds sustain the existence of three main tectonic blocks and related transpression tectonics. The velocity field and pattern of active deformation in Tunisia document the oblique plate convergence of Africa towards Eurasia. </p>


2001 ◽  
Vol 106 (D24) ◽  
pp. 33755-33759 ◽  
Author(s):  
John Wahr ◽  
Tonie van Dam ◽  
Kristine Larson ◽  
Olivier Francis

2018 ◽  
Vol 123 (5) ◽  
pp. 4413-4430 ◽  
Author(s):  
E. Serpelloni ◽  
F. Pintori ◽  
A. Gualandi ◽  
E. Scoccimarro ◽  
A. Cavaliere ◽  
...  

1994 ◽  
Vol 21 (2) ◽  
pp. 125-128 ◽  
Author(s):  
Erik Sturkell ◽  
Freysteinn Sigmundsson ◽  
Páll Einarsson ◽  
Roger Bilham

2000 ◽  
Vol 52 (10) ◽  
pp. 713-720 ◽  
Author(s):  
Gero W. Michel ◽  
Matthias Becker ◽  
Detlef Angermann ◽  
Christoph Reigber ◽  
Ewald Reinhart

2009 ◽  
Vol 178 (1) ◽  
pp. 14-22 ◽  
Author(s):  
S. L. Bradley ◽  
G. A. Milne ◽  
F. N. Teferle ◽  
R. M. Bingley ◽  
E. J. Orliac

2006 ◽  
Vol 58 (11) ◽  
pp. 1441-1445 ◽  
Author(s):  
Guojie Meng ◽  
Xuhui Shen ◽  
Jicang Wu ◽  
Eugene A. Rogozhin

2015 ◽  
Vol 15 (4) ◽  
pp. 875-884 ◽  
Author(s):  
V. Akarsu ◽  
D. U. Sanli ◽  
E. Arslan

Abstract. Today repeated GPS measurements are still in use, because we cannot always employ GPS permanent stations due to a variety of limitations. One area of study that uses velocities/deformation rates from repeated GPS measurements is the monitoring of crustal motion. This paper discusses the quality of the velocities derived using repeated GPS measurements for the aim of monitoring crustal motion. From a global network of International GNSS Service (IGS) stations, we processed GPS measurements repeated monthly and annually spanning nearly 15 years and estimated GPS velocities for GPS baseline components latitude, longitude and ellipsoidal height. We used web-based GIPSY for the processing. Assuming true deformation rates can only be determined from the solutions of 24 h observation sessions, we evaluated the accuracy of the deformation rates from 8 and 12 h sessions. We used statistical hypothesis testing to assess the velocities derived from short observation sessions. In addition, as an alternative control method we checked the accuracy of GPS solutions from short observation sessions against those of 24 h sessions referring to statistical criteria that measure the accuracy of regression models. Results indicate that the velocities of the vertical component are completely affected when repeated GPS measurements are used. The results also reveal that only about 30% of the 8 h solutions and about 40% of 12 h solutions for the horizontal coordinates are acceptable for velocity estimation. The situation is much worse for the vertical component in which none of the solutions from campaign measurements are acceptable for obtaining reliable deformation rates.


1994 ◽  
Vol 237 (3-4) ◽  
pp. 141-153 ◽  
Author(s):  
S.S.O. Puntodewo ◽  
R. McCaffrey ◽  
E. Calais ◽  
Y. Bock ◽  
J. Rais ◽  
...  

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