Extracting Structural Models through Computer Vision

被引:0
作者
Khaloo, Ali [1 ]
Lattanzi, David [1 ]
机构
[1] George Mason Univ, Dept Civil Environm & Infrastruct Engn, Fairfax, VA 22030 USA
来源
STRUCTURES CONGRESS 2015 | 2015年
基金
美国国家科学基金会;
关键词
REINFORCED-CONCRETE BUILDINGS; SEISMIC VULNERABILITY;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The ability to accurately and rapidly assess structural integrity after a disaster is critical from both a safety and economic perspective. Existing post-disaster inspection methods are time-consuming and expensive, requiring highly trained inspectors to travel to target sites and manually collect data. Automated analysis of civil structures from visual data through computer vision can be used to improve the level of accuracy in the condition assessment procedure. This paper presents a method of automated and systematic computer vision-based structural analysis. It uses a set of digital photographs to produce a 3D model through Structure from Motion (SfM) algorithms, followed by fully automated recognition and assembly of structural elements (e.g., columns and beams) from the image-based 3D dense reconstruction of the structure. There are three key challenges in this work: (i) proper 3D mesh segmentation, (ii) robust computer vision algorithms for isolating different structural components, and (iii) classification and localization of damage that is present in the 3D model. As the part of the proposed system, extracted information from the dense 3D model is used to assemble the structural elements and create a Finite-Element Method (FEM) model. Lastly, a supervised machine learning scheme built upon a large and comprehensive data set is used to automatically update the model to account for damage. The proposed methodology has applications beyond post-disaster condition assessment, from routine inspection to infrastructure management applications.
引用
收藏
页码:538 / 548
页数:11
相关论文
共 23 条
[1]  
Applied Technology Council (ATC), 2005, ATC 20 FIELD MAN POS
[2]  
Berger M., 2014, EUROGRAPHICS 2014 ST, P161
[3]   A METHOD FOR REGISTRATION OF 3-D SHAPES [J].
BESL, PJ ;
MCKAY, ND .
IEEE TRANSACTIONS ON PATTERN ANALYSIS AND MACHINE INTELLIGENCE, 1992, 14 (02) :239-256
[4]  
Bolitho M., 2007, Symposium on Geometry Processing (SGP), P69
[5]   SSD: Smooth Signed Distance Surface Reconstruction [J].
Calakli, F. ;
Taubin, G. .
COMPUTER GRAPHICS FORUM, 2011, 30 (07) :1993-2002
[6]   Health monitoring of civil infrastructures [J].
Chong, KP ;
Carino, NJ ;
Washer, G .
SMART MATERIALS & STRUCTURES, 2003, 12 (03) :483-493
[7]  
Coughlan J.M., 1999, P 7 IEEE INT C COMP, P941, DOI DOI 10.1109/ICCV.1999.790349
[8]  
Federal Highway Administration, 2013, FED HIGHW ADM REP C
[9]   RANDOM SAMPLE CONSENSUS - A PARADIGM FOR MODEL-FITTING WITH APPLICATIONS TO IMAGE-ANALYSIS AND AUTOMATED CARTOGRAPHY [J].
FISCHLER, MA ;
BOLLES, RC .
COMMUNICATIONS OF THE ACM, 1981, 24 (06) :381-395
[10]   Accurate, Dense, and Robust Multiview Stereopsis [J].
Furukawa, Yasutaka ;
Ponce, Jean .
IEEE TRANSACTIONS ON PATTERN ANALYSIS AND MACHINE INTELLIGENCE, 2010, 32 (08) :1362-1376