Determination of stable points in the deformation analysis

• Autorzy: Vodopivec F. , Savsek-Safic S.
• Konferencja: Geodetic and Geodynamic Programmes of the CEI (Central European Initiative) (6-11.04.2003; Nice, France)
• Języki publikacji: EN

Abstrakty

EN

The article aims at presenting the implementation of different deformation analysis approaches for determining - on the basis of geodetic observations and with the use of statistical methods-the three-dimensional displacements of a given object. On the test example of a simulated network the analysis of the Hannover, Asanin an Mihailovic approaches has been carried out. Additionally, a comparison regarding the efficiency of stable point identyfication according to the deformation analysis approaches has been made.

Słowa kluczowe

EN

observatory; scientific research; geodesy

PL

geodezja; obserwatorium; badania naukowe

• Wydawca: Wydział Geodezji i Kartografii Politechniki Warszawskiej
• Czasopismo: Reports on Geodesy
• Rocznik: 2003
• Tom: z. 1/64
• Strony: 225--232
• Opis fizyczny: Bibliogr. 11 poz., tab., wykr.

Twórcy

autor

Vodopivec F.

• Faculty of Civil and Geodetic Engineering, University of Ljubljana, Slovenia

autor

Savsek-Safic S.

• Faculty of Civil and Geodetic Engineering, University of Ljubljana, Slovenia

• Faculty of Civil and Geodetic Engineering, University of Ljubljana, Slovenia

Bibliografia

• 1. AMBROŽIČ T., 1996: Ocena stabitnnsti točk v geodetski mreži (Point stability estimation in geodetic networks), Magistrska naloga, Univerza v Ljubljani, FGG, Oddelek za geodezijo, Ljubljana.
• 2. ASANIN S., 1986: Prilog obradi i analizi geodetskih merenja za odredjivanje pomeranja i deformacija objekta i tla (Contribution to the analysis of geodetic measurements for determination of objects and land displacements and deformations), Doktorska disertacija, Univerzitet u Beogradu, Gradjevinski fakultet, Institut za geodeziju, Beograd.
• 3. CASPARY W., 2000: Concepts of Network and Deformation Analysis, School of Surveying, The University of New South Wales, Kensington.
• 4. CHRZANOWSKI A. et al, 1981: A comparison of Different Approaches into the Analysis of Deformation Measurements, Proceedings FIG XVI Congress, št. 602.3, Montreux.
• 5. HECK H., KOK J.J., WELSCH W.M., BAUMER R., CHRZANOWSKI A., CHEN Y.Q., SECORD J.M., 1982: Report of the FIG-Working Group of the Analysis of Deformation Measurements, 3rd International Symposium on Deformation Measurements by Geodetic Methods, Budapest.
• 6. MIERLO .J., 1978: A testing Procedure for Analyzing Geodetic Deformation Measurements, FIG Symposium on Deformation Measurements, Boon.
• 7. MIHAILOVIĆ K., ALEKSIĆ I.R., 1994: Deformaciona analiza geodetskih mreža (Deformation analysis of geodetic networks), Gradjevinski fakultct Univerziteta u Beogradu, Institut za geodeziju, Beograd.
• 8. SAVEŠEK SAFIĆ S., 2002: Optimalna metoda določanja stabilnih točk v deformacijski analizi (Optimal method for point stability determination in deformation analysis), Doktorska disertacija, Univerza v Ljubljani, Oddelek za geodezijo, Ljubljana.
• 9. STOPAR B., VODOPJVEC F., 1990: Relativne metode merjenja deformacij (Relative method of deformation measurements), Univerza v Ljubljani, Fakulteta za arhitekturo, gradbeništvo in geodezijo, Ljubljana.
• 10. ŠVARC J., 1987: Praktičen preizkus metod določanja stabilnih točk, Magistrsko delo, Univcrza Edvarda Kardelja v Ljubljani, FAGG, Oddelek za gradbeništvo in geodczijo, Ljubljana.
• 11. WELSCH W., HEUNECKE O., 2001: Models and Terminology for the Analysis of Geodetic Monitoring Observations, Official Report of the Ad-Hoc Committee of FIG Working Group, Institute of Geodesy, Hannover.