TY - JOUR
T1 - Knowledge-based registration for reliable correlated change detection on high-pier curved continuous rigid frame bridge
AU - Sun, Zhe
AU - Shi, Ying
AU - Xiong, Wen
AU - Tang, Pingbo
N1 - Funding Information:
This material is based on work supported by the science and technology project on transportation construction by the U.S. National Science Foundation (NSF) under Grant No. 1454654 and the Ministry of Transport of the People's Republic of China (Project No. 2013318223380, 2014318J14250). The supports are gratefully acknowledged.
Publisher Copyright:
© 2019 CEUR-WS. All rights reserved.
PY - 2019
Y1 - 2019
N2 - Change detection on continuous rigid frame bridges is challenging due to its complex shapes. Accurate and effective change analysis is necessary to not only locate the changes but also investigate the root causes behind. Registration of 3D imageries collected at different times for structural change analysis, however, is an obstacle even with the help of advanced registration algorithms. This study proposed a knowledge-based registration approach that segments point clouds into structural elements for recovering the correlated torsional and bending behaviors of connected bridge elements. The proposed approach uses the joint equilibrium condition between structural elements as domain knowledge to guide the selection of correspondences for point cloud registration and element-level change detection. Besides, the approach iterates the correspondence locating process until change detection results comply with the joint equilibrium condition. The results indicate that the proposed knowledge-based registration approach provides more reliable correlated change detection results than using the Iterative Closest Point (ICP) algorithms.
AB - Change detection on continuous rigid frame bridges is challenging due to its complex shapes. Accurate and effective change analysis is necessary to not only locate the changes but also investigate the root causes behind. Registration of 3D imageries collected at different times for structural change analysis, however, is an obstacle even with the help of advanced registration algorithms. This study proposed a knowledge-based registration approach that segments point clouds into structural elements for recovering the correlated torsional and bending behaviors of connected bridge elements. The proposed approach uses the joint equilibrium condition between structural elements as domain knowledge to guide the selection of correspondences for point cloud registration and element-level change detection. Besides, the approach iterates the correspondence locating process until change detection results comply with the joint equilibrium condition. The results indicate that the proposed knowledge-based registration approach provides more reliable correlated change detection results than using the Iterative Closest Point (ICP) algorithms.
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M3 - Conference article
AN - SCOPUS:85069190947
SN - 1613-0073
VL - 2394
JO - CEUR Workshop Proceedings
JF - CEUR Workshop Proceedings
T2 - 26th International Workshop on Intelligent Computing in Engineering, EG-ICE 2019
Y2 - 30 June 2019 through 3 July 2019
ER -