The reflections and diffractions of global navigation satellite system (GNSS) signals from buildings may produce large measurement errors. Detecting non-line-of-sight signals using 3D maps is a means to detect and exclude satellites with large measurement errors. However, the true position is typically needed for using 3D maps. In this study, we verify the assumption that an approximate user position can be used when using 3D maps. We found that the correct fixed position of real-time kinematic GNSS (RTK-GNSS) could be achieved when approximate positions for RTK-GNSS assisted by 3D maps were within 5-15 m from the true position
GNSS and LiDAR odometry are complementary as they provide absolute and relative positioning, respect...
The number of global navigation satellite systems (GNSS) signals that can be received in dense urban...
This paper takes 3D-mapping-aided (3DMA) GNSS as an example and investigates the outlier detection f...
The accuracy of conventional global navigation satellite systems (GNSS) positioning in dense urban a...
This paper presents one of the solutions to the problem of multipath propagation and effects on Glob...
Currently, global navigation satellite system (GNSS) receivers can provide accurate and reliable pos...
Currently, global navigation satellite system (GNSS) receivers can provide accurate and reliable pos...
Reliable GPS positioning in city environment is a key issue: actually, signals are prone to multipat...
3D Mapping-Aided (3DMA) Global Navigation Satellite System (GNSS) is a widely used method to mitigat...
Positioning using the Global Positioning System (GPS) is unreliable in dense urban areas with tall b...
Academia, Industry and Government are investigating the reliability to use the real time kinematic (...
Multiple global navigation satellite system (GNSS) constellations can dramatically improve the signa...
Academia, Industry and Government are investigating the reliability to use the real time kinematic (...
In urban canyons, the GNSS satellite signals may travel an additional distance due to reflection and...
This paper takes 3D-mapping-aided (3DMA) GNSS as an example and investigates the outlier detection f...
GNSS and LiDAR odometry are complementary as they provide absolute and relative positioning, respect...
The number of global navigation satellite systems (GNSS) signals that can be received in dense urban...
This paper takes 3D-mapping-aided (3DMA) GNSS as an example and investigates the outlier detection f...
The accuracy of conventional global navigation satellite systems (GNSS) positioning in dense urban a...
This paper presents one of the solutions to the problem of multipath propagation and effects on Glob...
Currently, global navigation satellite system (GNSS) receivers can provide accurate and reliable pos...
Currently, global navigation satellite system (GNSS) receivers can provide accurate and reliable pos...
Reliable GPS positioning in city environment is a key issue: actually, signals are prone to multipat...
3D Mapping-Aided (3DMA) Global Navigation Satellite System (GNSS) is a widely used method to mitigat...
Positioning using the Global Positioning System (GPS) is unreliable in dense urban areas with tall b...
Academia, Industry and Government are investigating the reliability to use the real time kinematic (...
Multiple global navigation satellite system (GNSS) constellations can dramatically improve the signa...
Academia, Industry and Government are investigating the reliability to use the real time kinematic (...
In urban canyons, the GNSS satellite signals may travel an additional distance due to reflection and...
This paper takes 3D-mapping-aided (3DMA) GNSS as an example and investigates the outlier detection f...
GNSS and LiDAR odometry are complementary as they provide absolute and relative positioning, respect...
The number of global navigation satellite systems (GNSS) signals that can be received in dense urban...
This paper takes 3D-mapping-aided (3DMA) GNSS as an example and investigates the outlier detection f...