TY - GEN
T1 - Accuracy Comparison of 3D Structural Models Produced via Close-Range Photogrammetry and Laser Scanning
AU - Maghiar, Marcel
AU - Maldonado, Gustavo
AU - Newsome, Sam
AU - Clendenen, Jerome
AU - Jackson, Mike
N1 - Publisher Copyright:
© ASCE.
PY - 2016
Y1 - 2016
N2 - This paper presents a comparison study of building measurements performed on 3D models generated by two different approaches. In one approach, the models were produced via close-range photogrammetry. Such models are based on still-frame photographs, post-processed with commercially available photogrammetric software. The second approach was the generation of 3D point-cloud models via laser scanning. For this purpose, a simple one-story structure was chosen. Students, from Georgia Southern University, established accurate benchmarks within a closed traverse to serve as standard reference points for all measurement comparisons. Several physical target points were then marked on the exterior walls of the structure. These target reference points were then measured with an accurate total-station instrument. After photographs were taken and laser scanning of the structure performed, the coordinates of these target reference points were also determined from the respective models. These coordinates were then compared with the ones obtained with the total-station instrument. Coordinates and distances from each procedure were compared to determine relative discrepancies and accuracies. The results of this study demonstrate that the photogrammetry approach can provide accurate information, comparable to measurements produced with total stations and laser scanners.
AB - This paper presents a comparison study of building measurements performed on 3D models generated by two different approaches. In one approach, the models were produced via close-range photogrammetry. Such models are based on still-frame photographs, post-processed with commercially available photogrammetric software. The second approach was the generation of 3D point-cloud models via laser scanning. For this purpose, a simple one-story structure was chosen. Students, from Georgia Southern University, established accurate benchmarks within a closed traverse to serve as standard reference points for all measurement comparisons. Several physical target points were then marked on the exterior walls of the structure. These target reference points were then measured with an accurate total-station instrument. After photographs were taken and laser scanning of the structure performed, the coordinates of these target reference points were also determined from the respective models. These coordinates were then compared with the ones obtained with the total-station instrument. Coordinates and distances from each procedure were compared to determine relative discrepancies and accuracies. The results of this study demonstrate that the photogrammetry approach can provide accurate information, comparable to measurements produced with total stations and laser scanners.
UR - http://www.scopus.com/inward/record.url?scp=84976349178&partnerID=8YFLogxK
U2 - 10.1061/9780784479827.079
DO - 10.1061/9780784479827.079
M3 - Conference article
AN - SCOPUS:84976349178
T3 - Construction Research Congress 2016: Old and New Construction Technologies Converge in Historic San Juan - Proceedings of the 2016 Construction Research Congress, CRC 2016
SP - 780
EP - 789
BT - Construction Research Congress 2016
A2 - Perdomo-Rivera, Jose L.
A2 - Lopez del Puerto, Carla
A2 - Gonzalez-Quevedo, Antonio
A2 - Maldonado-Fortunet, Francisco
A2 - Molina-Bas, Omar I.
PB - American Society of Civil Engineers (ASCE)
T2 - Construction Research Congress 2016: Old and New Construction Technologies Converge in Historic San Juan, CRC 2016
Y2 - 31 May 2016 through 2 June 2016
ER -