OPTIMIZATION METHODS IN GEODETIC NETWORKS

Schaffrin, B, Aspects o f Network Design. The optimization and design of geodetic networks 1st ed., p. 548-597. 1985, Berlin, Heidelberg: Springer Berlin Heidelberg.

Bagherbandi, M., Esh agh, M., and Sjöberg, L. E . Multi -objective versus single - objective models in geodetic network optimization [Online]. Nordic Journal of Surveying and Real Estate Research , vol. 6 no. 1, pp. 7-20, 2009. Retrieved from http://ojs.tsv.fi/index.php/njs/article/view/2703/2477

Grafarend, Erik W. Optimization of Geodetic Networks. Bolletino di Geodesia Scienze Affini vol. 33, no. 4, pp. 351-406, 1974.

Schaffrin, B., and Grafarend, E. W., Kriterion-Matrizen II – Zweidimensionale homgene und isotrope geodätische Netze, ZWF, Tei IIa, No. 5, pp. 183-194, Tei IIb, No. 11, pp. 485-493, 1982,.

Baarda, W. A testing procedure for use in geodetic networks (5 ed.). Delft: Kanaalweg 4, Rijkscommissie voor Geodesie, 1968.

Amiri-Seemkooei, A. R., Strategy for Designing Geodetic Network with High Reliability and Geometrical Strength. Journal Of Surveying Engineering, vol. 127 , no. 3, pp. 104-117, 2001.

Štroner, M. - Urban, R. - Rys, P. - Balek, J.: Prague Castle Area Local Stability Determination Assessment by The Robust Transformation Method. Acta Geodynamica et Geomaterialia, vol. 11, no. 4, p. 325-336, 2014. ISSN 1214-9705.

Staudinger, M., A Cost Oriented Approach to Geodetic Network Optimization. PhD. dissertation, Institute of Geoinformation, Vienna University of Technology, Austria, 1999.

Teunissen, P., Zero Order Design: Generalized Inverses, Adjustment, the Datu m Problem and S-Transformations. The optimization and design of geodetic networks (1st ed., pp. 11-55). Berlin, Heidelberg: Springer Berlin Heidelberg, 1985.

Koch, K. R., First Order Design : Optimization of the Configuration of a Network by Introducing Small Position Changes. The optimization and design of geodetic networks (1st ed., pp. 56-73). Berlin, Heidelberg: Springer Berlin Heidelberg, 1985.

Kuang, S.L., Optimization and design of deformation monitoring schemes, PhD dissertation, Dept. of surveying Eng., Technical Report, No. 157, UNB Frederiction, Canada, 1991. 16th International Multidisciplinary Scientific GeoConference SGEM2016 www.sgem.org 16th International Multidisciplinary Scientific GeoConference SGEM 2016

Berne´, J. L., Baselga, S., First-order design of geodetic networks using the simulated annealing method. Journal of Geodesy, vol. 78 , p p. 47 –54, 2004 . Retrieved from http://personales.upv.es/~serbamo/simulated%20annealing.pdf

Bae, T. -S., Kwon, J. H., & Hong, C. -K., Topographic optimal network desig n of the unified control points in Korea. Earth, Planets and Space, vol. 63 no. 5, pp . 411-418, 2011.

Yetkin, M., & Inal, C., Optimal Design of Deformation Monitoring Networks Using the Global Optimization Methods. The 1st International Workshop on the Quality of Geodetic Observation and Monitoring Systems (QuGOMS'11) , vol. 140 pp. 27-31, 2015.

Amiri.Seemkooei, A. R., A New Method for Second Order Design of Geodetic Networks: Aiming at High Reliability. Survey review, vol. 37, no. 293, pp. 552-560, 2004. 16th International Multidisciplinary Scientific GeoConference SGEM2016 www.sgem.org

Schaffrin, B, Aspects o f Network Design. The optimization and design of geodetic networks 1st ed., p. 548-597. 1985, Berlin, Heidelberg: Springer Berlin Heidelberg.

Bagherbandi, M., Esh agh, M., and Sjöberg, L. E . Multi -objective versus single - objective models in geodetic network optimization [Online]. Nordic Journal of Surveying and Real Estate Research , vol. 6 no. 1, pp. 7-20, 2009. Retrieved from http://ojs.tsv.fi/index.php/njs/article/view/2703/2477

Grafarend, Erik W. Optimization of Geodetic Networks. Bolletino di Geodesia Scienze Affini vol. 33, no. 4, pp. 351-406, 1974.

Schaffrin, B., and Grafarend, E. W., Kriterion-Matrizen II – Zweidimensionale homgene und isotrope geodätische Netze, ZWF, Tei IIa, No. 5, pp. 183-194, Tei IIb, No. 11, pp. 485-493, 1982,.

Baarda, W. A testing procedure for use in geodetic networks (5 ed.). Delft: Kanaalweg 4, Rijkscommissie voor Geodesie, 1968.

Amiri-Seemkooei, A. R., Strategy for Designing Geodetic Network with High Reliability and Geometrical Strength. Journal Of Surveying Engineering, vol. 127 , no. 3, pp. 104-117, 2001.

Štroner, M. - Urban, R. - Rys, P. - Balek, J.: Prague Castle Area Local Stability Determination Assessment by The Robust Transformation Method. Acta Geodynamica et Geomaterialia, vol. 11, no. 4, p. 325-336, 2014. ISSN 1214-9705.

Staudinger, M., A Cost Oriented Approach to Geodetic Network Optimization. PhD. dissertation, Institute of Geoinformation, Vienna University of Technology, Austria, 1999.

Teunissen, P., Zero Order Design: Generalized Inverses, Adjustment, the Datu m Problem and S-Transformations. The optimization and design of geodetic networks (1st ed., pp. 11-55). Berlin, Heidelberg: Springer Berlin Heidelberg, 1985.

Koch, K. R., First Order Design : Optimization of the Configuration of a Network by Introducing Small Position Changes. The optimization and design of geodetic networks (1st ed., pp. 56-73). Berlin, Heidelberg: Springer Berlin Heidelberg, 1985.

Kuang, S.L., Optimization and design of deformation monitoring schemes, PhD dissertation, Dept. of surveying Eng., Technical Report, No. 157, UNB Frederiction, Canada, 1991. 16th International Multidisciplinary Scientific GeoConference SGEM2016 www.sgem.org 16th International Multidisciplinary Scientific GeoConference SGEM 2016

Berne´, J. L., Baselga, S., First-order design of geodetic networks using the simulated annealing method. Journal of Geodesy, vol. 78 , p p. 47 –54, 2004 . Retrieved from http://personales.upv.es/~serbamo/simulated%20annealing.pdf

Bae, T. -S., Kwon, J. H., & Hong, C. -K., Topographic optimal network desig n of the unified control points in Korea. Earth, Planets and Space, vol. 63 no. 5, pp . 411-418, 2011.

Yetkin, M., & Inal, C., Optimal Design of Deformation Monitoring Networks Using the Global Optimization Methods. The 1st International Workshop on the Quality of Geodetic Observation and Monitoring Systems (QuGOMS'11) , vol. 140 pp. 27-31, 2015.

Amiri.Seemkooei, A. R., A New Method for Second Order Design of Geodetic Networks: Aiming at High Reliability. Survey review, vol. 37, no. 293, pp. 552-560, 2004. 16th International Multidisciplinary Scientific GeoConference SGEM2016 www.sgem.org