Antonio Angrisano

Dr. Antonio Angrisano


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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31 December 2014 in GPS Solutions
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PFPierluigi Freda
Pierluigi Freda
AAAntonio Angrisano
Antonio Angrisano
SGSalvatore Gaglione
Salvatore Gaglione
Salvatore TroisiSalvatore Troisi
Salvatore Troisi

15 January 2013 in Acta Geodaetica et Geophysica
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AAAntonio Angrisano
Antonio Angrisano
SGSalvatore Gaglione
Salvatore Gaglione
CGCiro Gioia
Ciro Gioia

23 September 2014 in International Journal of Navigation and Observation
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GCGaetano Castaldo
Gaetano Castaldo
AAAntonio Angrisano
Antonio Angrisano
SGSalvatore Gaglione
Salvatore Gaglione
Salvatore TroisiSalvatore Troisi
Salvatore Troisi
Satellite navigation is critical in signal-degraded environments where signals are corrupted and GNSS systems do not guarantee an accurate and continuous positioning. In particular measurements in urban scenario are strongly affected by gross errors, degrading navigation solution; hence a quality check on the measurements, defined as RAIM, is important. Classical RAIM techniques work properly in case of single outlier but have to be modified to take into account the simultaneous presence of multiple outliers. This work is focused on the implementation of random sample consensus (RANSAC) algorithm, developed for computer vision tasks, in the GNSS context. This method is capable of detecting multiple satellite failures; it calculates position solutions based on subsets of four satellites and compares them with the pseudoranges of all the satellites not contributing to the solution. In this work, a modification to the original RANSAC method is proposed and an analysis of its performance is conducted, processing data collected in a static test.

19 April 2012 in Sensors
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AAAntonio Angrisano
Antonio Angrisano
MPMark Petovello
Mark Petovello
GPGiovanni Pugliano
Giovanni Pugliano
The integration of Global Navigation Satellite Systems (GNSS) with Inertial Navigation Systems (INS) has been very actively researched for many years due to the complementary nature of the two systems. In particular, during the last few years the integration with micro-electromechanical system (MEMS) inertial measurement units (IMUs) has been investigated. In fact, recent advances in MEMS technology have made possible the development of a new generation of low cost inertial sensors characterized by small size and light weight, which represents an attractive option for mass-market applications such as vehicular and pedestrian navigation. However, whereas there has been much interest in the integration of GPS with a MEMS-based INS, few research studies have been conducted on expanding this application to the revitalized GLONASS system. This paper looks at the benefits of adding GLONASS to existing GPS/INS(MEMS) systems using loose and tight integration strategies. The relative benefits of various constraints are also assessed. Results show that when satellite visibility is poor (approximately 50% solution availability) the benefits of GLONASS are only seen with tight integration algorithms. For more benign environments, a loosely coupled GPS/GLONASS/INS system offers performance comparable to that of a tightly coupled GPS/INS system, but with reduced complexity and development time.

26 March 2013 in International Journal of Navigation and Observation
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AAAntonio Angrisano
Antonio Angrisano
CGCiro Gioia
Ciro Gioia
SGSalvatore Gaglione
Salvatore Gaglione
GCGiuseppe Del Core
Giuseppe Del Core
Multiconstellation satellite navigation is critical in signal-degraded environments where signals are strongly corrupted. In this case, the use of a single GNSS system does not guarantee an accurate and continuous positioning. A possible approach to solve this problem is the use of multiconstellation receivers that provide additional measurements and allows robust reliability testing; in this work, a GPS/GLONASS combination is considered. In urban scenario, a modification of the classical RAIM technique is necessary taking into account frequent multiple blunders. The FDE schemes analysed are the “Observation Subset Testing,” “Forward-Backward Method,” and “Danish Method”; they are obtained by combining different basic statistical tests. The considered FDE methods are modified to optimize their behaviour in urban scenario. Specifically a preliminary check is implemented to screen out bad geometries. Moreover, a large blunder could cause multiple test failures; hence, a separability index is implemented to avoid the incorrect exclusion of blunder-free measurements. Testing the RAIM algorithms of GPS/GLONASS combination to verify the benefits relative to GPS only case is a main target of this work too. The performance of these methods is compared in terms of RMS and maximum error for the horizontal and vertical components of position and velocity.

2 April 2013 in Acta Geophysica
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Journal Article
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AAAntonio Angrisano
Antonio Angrisano
SGSalvatore Gaglione
Salvatore Gaglione
CGCiro Gioia
Ciro Gioia
MMMarco Massaro
Marco Massaro
URUmberto Robustelli
Umberto Robustelli