Experience of Using Total Station and GNSS Technologies for Tall Building Construction Monitoring

Author:

da Silva Irineu,Ibañez Wernher,Poleszuk Guilherme

Publisher

Springer International Publishing

Reference10 articles.

1. Afeni, T.B., Cawood, F.T.: Slope monitoring using total station: what are the challenges and how should these be mitigated? South Afr. J. Geomat. 2(1), 41–53 (2013)

2. Bird, B.: Analysis of survey point displacement using total station measurements. A Technical report, Geomatics Engineering Department of British Columbia Institute of Technology, England (2009)

3. Baykal, O., Tari, E., Coşkun, M., Erden, T.: Accuracy of point layout with polar coordinates. J. Surv. Eng. 131(3), 87–93 (2005). USA

4. Erol, B.: Evaluation of high-precision sensors in structural monitoring. Sensors 10, 10803–10827 (2010). doi: 10.3390/s101210803 . www.mdpi.com/journal/sensors

5. Erol, S., Erol, B., Ayan, T.: A general review of the deformation monitoring techniques and a case study: analyzing deformations using GPS/levelling. Civil Engineering Faculty, Geodesy Division, International Society for Photogrammetry and Remote Sensing, Commission VII, WG VII/5. Istanbul Technical University, Istanbul, Turkey (2004)

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