Amir Khodabandeh

Dr. Amir Khodabandeh

Department of Infrastructure Engineering, University of Melbourne, Parkville, VIC 3010, Australia
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Research Focus & Metrics

Academic Career Length

16Years (2011-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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13 November 2014 in Journal of Geodesy
Verified
Journal Article
Closed access
PDF file
Peter TeunissenPeter Teunissen
Peter Teunissen
AKAmir Khodabandeh
Amir Khodabandeh


21 July 2015 in Journal of Geodesy
Verified
Journal Article
Closed access
PDF file
AKAmir Khodabandeh
Amir Khodabandeh
Peter TeunissenPeter Teunissen
Peter Teunissen

3 April 2018 in Sensors
Verified
Journal Article
Open access
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NNNandakumaran Nadarajah
Nandakumaran Nadarajah
AKAmir Khodabandeh
Amir Khodabandeh
KWKan Wang
Kan Wang
MCMazher Choudhury
Mazher Choudhury
Peter TeunissenPeter Teunissen
Peter Teunissen
Precise point positioning (PPP) and its integer ambiguity resolution-enabled variant, PPP-RTK (real-time kinematic), can benefit enormously from the integration of multiple global navigation satellite systems (GNSS). In such a multi-GNSS landscape, the positioning convergence time is expected to be reduced considerably as compared to the one obtained by a single-GNSS setup. It is therefore the goal of the present contribution to provide numerical insights into the role taken by the multi-GNSS integration in delivering fast and high-precision positioning solutions (sub-decimeter and centimeter levels) using PPP-RTK. To that end, we employ the Curtin PPP-RTK platform and process data-sets of GPS, BeiDou Navigation Satellite System (BDS) and Galileo in stand-alone and combined forms. The data-sets are collected by various receiver types, ranging from high-end multi-frequency geodetic receivers to low-cost single-frequency mass-market receivers. The corresponding stations form a large-scale (Australia-wide) network as well as a small-scale network with inter-station distances less than 30 km. In case of the Australia-wide GPS-only ambiguity-float setup, 90% of the horizontal positioning errors (kinematic mode) are shown to become less than five centimeters after 103 min. The stated required time is reduced to 66 min for the corresponding GPS + BDS + Galieo setup. The time is further reduced to 15 min by applying single-receiver ambiguity resolution. The outcomes are supported by the positioning results of the small-scale network.

20 May 2016 in Journal of Geodesy
Verified
Journal Article
Closed access
PDF file
AKAmir Khodabandeh
Amir Khodabandeh
PTP. J. G. Teunissen
P. J. G. Teunissen

5 December 2016 in Journal of Spatial Science
Verified
Journal Article
Closed access
DODennis Odijk
Dennis Odijk
AKAmir Khodabandeh
Amir Khodabandeh
NNNandakumaran Nadarajah
Nandakumaran Nadarajah
MCMazher Choudhury
Mazher Choudhury
BZBaocheng Zhang
Baocheng Zhang
PTPeter J. G. Teunissen
Peter J. G. Teunissen
The development of an Australian PPP-RTK processing platform is an important component of a multi-GNSS (global navigation satellite system) enabled national positioning infrastructure. The PPP-RTK concept extends the precise point positioning (PPP) concept by providing single-receiver users with information enabling integer ambiguity resolution, thereby reducing convergence times as compared to that of PPP. In this contribution we present and discuss the underlying principles of the PPP-RTK platform for both network and user. We demonstrate its GPS-based performance and provide an outlook for when multi-GNSS constellations, such as BDS, Galileo and QZSS, become fully operational.