Variance factor estimation for two-step analysis of deformation networks

Journal of Surveying Engineering

Volumn 130, Issue 3, 2004, Pages 113-118

  Even Tzur, Gilad ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DEFORMATION; MEASUREMENT THEORY; PARAMETER ESTIMATION; VECTORS;

DEFORMATION NETWORKS; NETWORK GEOMETRY; VARIANCE ANALYSIS;

SURVEYING;

DEFORMATION; GEODESY; GEODETIC NETWORK;

EID: 4043184174     PISSN: 07339453     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9453(2004)130:3(113)     Document Type: Article

References (7)

1. Mikhail, E. M. (1976). Observation and least squares, IEP-A Dun-Donnelley, New York.
2. Papo, H. B. (1986). "Extended free net adjustment constraints." NOAA Technical Rep., NOS 119 NGS 37, National Oceanic and Atmospheric Administration, Rockville, Md.
3. Papo, H. B., and Perelmuter, A. (1984). "Pre-zero-epoch covariance matrix in sequential analysis of deformation." Bull. Geod., 58, 75-83.
4. Papo, H. B., and Perelmuter, A. (1993). "Two-step analysis of dynamical networks." Manuscr. Geod., 18, 422-430.
5. Perelmuter, A. (1987). "Beitrage zur Ausgleichung Geodaetisher Netze." Schriftenreich Studiengang Vermessungswesen, Univ. BwM, No. 25.
6. Tapley, B. D. (1976). "On the interpretation of least squares collocation." Long time prediction in dynamics, V. Szebehely and B. D. Tapley, eds., 165-172.
7. Wolf, H. (1977). Eindeutige und meherdeutige geodatische netze, Adh.b Braunschw. Wiss. Geselsch, Band 28, Gottingen, Germany.