Title: Close Range Digital Photogrammetry in Civil Engineering
1Close Range Digital Photogrammetry in Civil
Engineering
Presented by Sang-Ho Kim CEE 398 Experimental
Method in Structural Engineering
2Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Overview
- Introduction
- Applications
- Basic Knowledge
- Photogrammetry in Civil Eng.
- Concluding Remarks
- Links and References
Presented by Sang-Ho Kim
3Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Introduction
- Photogrammetry
- Photogrammetry is the technique of measuring
objects (2D or 3D) from photogrammes. Its most
important feature is the fact that the objects
are measured without being touched. - Photogrammetry can be divided into
- Far range photogrammetry
- - Aerial photogrammetry, etc
- Close range photogrammetry
- - Terrestrial Photogrammetry, etc
Presented by Sang-Ho Kim
4Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Applications
- Architectural Historical Preservation
- Industrial Machinery
- Aerospace
- Automotive
- Nuclear Power
- Petrochemical, Process Manufacturing Plants
- Pulp Paper
- Shipbuilding Repair
- Medical Science
- Police Department
- Civil Engineering
Presented by Sang-Ho Kim
5Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Application I Architectural Historical
Preservation
Parliament House - Melbourne
Presented by Sang-Ho Kim
6Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Application II Industrial Machinery
Smorgon Consolidated Industries
Presented by Sang-Ho Kim
7Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Application III Police Department (Utah Highway
Patrol)
DeChant Consulting Services photogrammetric
evidence markers
An incident scene diagram of a crash scene near
Salt Lake City, UT
Presented by Sang-Ho Kim
8Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Basic Knowledge
- Triangulation
- If several objects have previously established
coordinates, the distance and angle of unknown
targets can be calculated. - Metrology
- 3D coordinates can be reproduced from 2D
photographs. - Bundle Adjustment
- The most probable coordinates for each object,
the error estimates, and estimates of precision
for the entire process are determined through
this process.
Presented by Sang-Ho Kim
9Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering
- Applications in Civil Engineering
- Deformation Measurement in Beam Test
- Crack Measurement
- Densification of Geodetic Measurement of Dam
- Strain Analysis of Solid Wood and Glued Timber
Construction
Presented by Sang-Ho Kim
10Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering Case 1
- Automatic Deformation Measurement with a Digital
Still Video Camera - By Markus Niederost, et al., Institute of
Geodesy and Photogrammetry Swiss Federal
Institute of Technology - Application of a digital still video camera to
the measurement of deformations occurring during
the dehydration process of concrete parts over
several months
Presented by Sang-Ho Kim
11Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering Case 1
- Results Deformation vectors are obtained.
Presented by Sang-Ho Kim
12Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering Case 2
- Measurement of Concrete Cracks Using Digitized
Close-Range Photographs - By Liang-Chien Chen, et al., Center for Space
and Remote Sensing Research, National Central
University, Taiwan - Measurement of crack formation due to concrete
expansion by chemical reactions
Presented by Sang-Ho Kim
13Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering Case 2
- The non-contact measurement is employed because
of the physical limitations in manual
measurements. - Results The widths of cracks change from place
to place. - A non-contact measure method improves the
traditional time-consuming measurement.
Presented by Sang-Ho Kim
14Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering Case 3
- Photogrammetric Techniques for Deformation
Measurements on Reservoir Walls - By Hans-Gerd Maas, Civil Engineering and Geo
Sciences, Delft University of Technology - Measurement of the 3-D coordinates of signalized
targets on a large water reservoir wall in
Switzerland
Presented by Sang-Ho Kim
15Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering Case 3
- Repeated measurement of a large number of points
is required in short time. - Photogrammetric data capture can be finished
within minutes from a helicopter
processing can be widely automated and the
accuracy potential can be in the order of 2-3
millimeters.
Presented by Sang-Ho Kim
16Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering Case 4
- Strain Analysis of solid wood and glued
laminated timber constructions by close range
photogrammetry - By Franke, Bettina, et al., Bauhaus-Universität
Weimar, Germany - Measurement of progression of deformations,
cracks and deterioration including the loading
and relieving of the specimens.
Presented by Sang-Ho Kim
17Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering Case 4
- Measurement of the crack growth for the
determination of fracture mechanics parameters of
the material wood - Exact reproduction of geometry of the cracks in
the measuring photos
Presented by Sang-Ho Kim
18Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering Case 5
- Investigation of Pre- and Postcracking Shear
Behavior of Prestressed Concrete Beams Using
Innovative Measureing Techniques - By Josef Hegger, et al., ACI Str. Journal,
V.101, No.2, Mar-Apr 2004 - Method of photogrammetry for the study of the
crack opening process of prestressed concrete
beams
Presented by Sang-Ho Kim
19Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Photogrammetry in Civil Engineering Case 5
- Algorithm used to determine crack edge
- (a) Separation of the cracked elements
- (b) Determining the cracked edges of the
elements - (c) Calculation of crack opening vector
- (d) Determining the displacement components
Presented by Sang-Ho Kim
20Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
CONCLUDING REMARKS
- The photogrammetry technique is a powerful and
productive tool for accurate and robust
measurement. - The technique has been used in Civil Engineering
due to the following advantages. - - Time and efforts can be reduced at any
measurement or surveying work. - - The measurement can be repeated many times in
short period. - The data can be transmitted through network
immediately. - Highly concentrated data can be obtained.
- The real-time tracking of measurement is
possible.
Presented by Sang-Ho Kim
21Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
Useful Links
http//www.univie.ac.at/Luftbildarchiv/index.html
http//www.cee.uiuc.edu/classes/cee398kuc/DigitalO
pticalMethods/ http//www.geodetic.com/ http//www
.computervision.com/ http//www.ccddirect.com/ htt
p//gangeli.customer.netspace.net.au
Presented by Sang-Ho Kim
22Close Range Digital Photogrammetry CEE 398,
Experimental Method in Structural Engineering
References
- Automatic Deformation Measurement with a Digital
Still Video Camera - Markus Niederost, et al., Institute of Geodesy
and Photogrammetry Swiss Federal Institute of
Technology - Measurement of Concrete Cracks Using Digitized
Close-Range Photographs - By Liang-Chien Chen, et al., Center for Space and
Remote Sensing Research, National Central
University, Taiwan - Photogrammetric Techniques for Deformation
Measurements on Reservoir Walls - Hans-Gerd Maas, Civil Engineering and Geo
Sciences, Delft University of Technology - Strain Analysis of solid wood and glued
laminated timber constructions by close range
photogrammetry - Franke, Bettina, et al., Bauhaus-Universität
Weimar, Germany - Investigation of Pre- and Postcracking Shear
Behavior of Prestressed Concrete Beams Using
Innovative Measureing Techniques - Josef Hegger, et al., ACI Structural Journal,
V.101, No.2, Mar-Apr 2004
Presented by Sang-Ho Kim