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XVIIIth Congress (Part B5)

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fullscreen: XVIIIth Congress (Part B5)

Multivolume work

Persistent identifier:: 1667435949

Title:: XVIIIth Congress

Sub title:: Vienna, Austria 1996

Year of publication:: 1996

Place of publication:: Vienna

Publisher of the original:: Austrian Society of Surveying and Geoinformation

Identifier (digital):: 1667435949

Language:: English

Editor:: Kraus, Karl; Waldhäusl, Peter

Corporations:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing

Adapter:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing

Founder of work:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing

Other corporate:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing

Document type:: Multivolume work

Volume

Persistent identifier:: 1667448226

Title:: XVIIIth Congress

Scope:: 626 Seiten

Year of publication:: 1996

Place of publication:: Vienna

Publisher of the original:: Austrian Society of Surveying and Geoinformation

Identifier (digital):: 1667448226

Illustration:: Illustrationen, Diagramme

Signature of the source:: ZS 312(31,B5)

Language:: English

Additional Notes:: Erscheinungsdatum des Originals ist anhand des Copyrightjahrs ermittelt.

Usage licence:: Attribution 4.0 International (CC BY 4.0)

Editor:: Kraus, Karl; Waldhäusl, Peter

Corporations:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing; International Society for Photogrammetry and Remote Sensing, Commission Non-Cartographic Applications of Photogrammetry and Remote Sensing

Adapter:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing; International Society for Photogrammetry and Remote Sensing, Commission Non-Cartographic Applications of Photogrammetry and Remote Sensing

Founder of work:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing; International Society for Photogrammetry and Remote Sensing, Commission Non-Cartographic Applications of Photogrammetry and Remote Sensing

Other corporate:: International Society for Photogrammetry and Remote Sensing, Congress, 18., 1996, Wien; International Society for Photogrammetry and Remote Sensing; International Society for Photogrammetry and Remote Sensing, Commission Non-Cartographic Applications of Photogrammetry and Remote Sensing

Publisher of the digital copy:: Technische Informationsbibliothek Hannover

Place of publication of the digital copy:: Hannover

Year of publication of the original:: 2019

Document type:: Volume

Collection:: Earth sciences

Chapter

Title:: A STUDY ON THE DEVELOPMENT OF SEMI-METRIC CAMERA FOR VERY CLOSE-RANGE PHOTOGRAMMETRY W. J. Oh [...] S. H. Han [...] S. H. Song, S. H. Bae, H. S. Lee [...]

Document type:: Multivolume work

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Contents

Table of contents

XVIIIth Congress
XVIIIth Congress (Part B5)
Cover
Title page
ISPRS Council 1992 - 1996
International Archives of Photogrammetry and Remote Sensing (IAPRS)
Volume XXXI, Part B5
Technical Commission V Close-Range Techniques and Machine Vision
Editorial Team
Copyright 1996
For Sale after the Congress
Foreword
Table of Contents
DIE PHOTOGRAMMETRISCHE ERGÄNZUNG DER KARTE VON HATTUSAS,DER HAUPTSTADT DES HETHITER REICHES Sitki KÜLÜR, Orhan ALTAN, Gónül TOZ,. Dursun Z. SEKER, Asli IYIDIKER, Harun IYIDIKER, Zaide DURAN
UNIFORMITY AND PROXIMITY APPLIED TO THE GENERALISATION OF TARGET FIELDS IN CLOSE RANGE PHOTOGRAMMETRY. L. C. Anderson (Masters Candidate) and C. J. Bellman (Lecturer)
VIA GEORGOFILI MAY, 27 1993: A TESTIMONY Antonio Arrighi
3D DETAILED RECONSTRUCTION OF A DEMOLISHED BUILDING BY USING OLD PHOTOGRAPHS C. loannidis, C. Potsiou, J. Badekas
ANALYTICAL PHOTOGRAMMETRY FOR THE SURVEY OF THE GOLDEN ALTAR OF S. AMBROSE'S BASILICA IN MILAN Elena Baj, [...]
PAROS:UN SYSTÈME D'INFORMATION POUR L’ARCHITECTURE L. Baratin - [...] G. Follonit - [...] J-.P. Saint Aubin - [...]
PHOTOGRAMMETRIC MEASUREMENT OF DEFORMATIONS OF THE GABCIKOVO LOCK GATE BARTOS P. - GREGOR V.
ANALYSIS OF RESIDUALS FROM L1 NORM ESTIMATION John Marshall [...] James Bethel [...]
VALVE MEASUREMENT USING PHOTOGRAMMETRIC FEATURE MODELING Alan Voss [...] James Bethel [...]
METHODS OF SURVEYING IN ARCHAEOLOGY DEMONSTRATED AT THE TANG EMPERORS’ MAUSOLEUMS Wolfgang Böhler and Guido Heinz
THE OPTICAL TUBE MEASUREMENT SYSTEM OLM - PHOTOGRAMMETRIC METHODS USED FOR INDUSTRIAL AUTOMATION AND PROCESS CONTROL Werner Bösemann
OBJECT RECOGNITION USING MULTI-SENSOR FUSION AND ACTIVE EXPLORATION Claus Brenner and Michael Hahn
Long Terme Photogrammetric Measuremend of Rockfill Dam Jozef Cernansky
AN EVALUATION OF THREE DIFFERENT IMAGE CAPTURE METHODS FOR MEASUREMENT AND ANALYSIS OF DEFORMATION WITHIN A GEOTECHNICAL CENTRIFUGE J. Chen, S. Robson, M. A. R. Cooper, & R. N. Taylor
A NEW SYSTEM OF SURFACE MEASUREMENT N. Kochi,H. Ohtani,S. Nakamura, T. Utiyama, M. Yamada, M. Chida, T. Noma, T. Ito,H. Aokı
A STUDY ON REAL-TIME PHOTOGRAMMETRY FOR ARCHAEOLOGICAL SITES USING WIRELESS CCD CAMERA Hirofumi CHIKATSU, Kazuya NAKANO, Tetsuji ANAI
DYNAMIC ANALYSIS OF HUMAN MOTION USING SEQUENTIAL IMAGES OF VIDEO THEODOLITE Hirofumi CHIKATSU, Tetsuji ANAI, Hideharu YANAGI [...] Shunji MURAI [...]
Ortho Projection and Drawing for Archeological Artifacts of complicated form Hiroshi YOKOYAMA [...] Katsuhiro HATANO, Hirofumi CHIKATSU [...]
Stereo Light Microscope Calibration for 3D Submicron Vision Gaudenz Danuser
GENERATION OF A PANORAMA MOSAIC FOR THE DOME OF A PLANETARIUM Piero de Fazio, [...] Josef Jansa, [...]
PHOTOGRAMMETRY AND SURVEY PROCEDURES FOR THE ANALYSIS OF VENETIAN VILLAS: THE CASE STUDY OF VILLA ZENO BY ANDREA PALLADIO Clemente di Thiene - Francesco Guerra - Luigi Fregonese - Luca Pilot - Caterina Balletti
INFLUENCE OF LARGE TARGETS ON THE RESULTS OF PHOTOGRAMMETRIC BUNDLE ADJUSTMENT Jürgen Dold
PHOTOGRAMMETRICAL APPLICATIONS TO AERIAL ARCHAEOLOGY AT THE INSTITUTE FOR PREHISTORY OF THE UNIVERSITY OF VIENNA, AUSTRIA Michael Doneus
MEASUREMENT IN HAZARDOUS ENVIRONMENT: REVIEW OF SEVERAL APPLICATIONS Arnaud DUMONT - Technical Manager
IMPLEMENTATION OF SEQUENTIAL ESTIMATION FOR SINGLE-SENSOR VISION METROLOGY Kenneth Edmundson and Clive S. Fraser
TWO 3-D SENSORS FOR ENVIRONMENT MODELING AND VIRTUAL REALITY: CALIBRATION AND MULTI-VIEW REGISTRATION S. F. El-Hakim, J.-A.Beraldin, G. Godin, and P. Boulanger
A COMPARISON OF THE PERFORMANCE OF DIGITAL AND CONVENTIONAL NON-METRIC CAMERAS FOR ENGINEERING APPLICATIONS W. Faig, H. El-Habrouk, X. P. Li, M. Hosny
Vibration Monitoring with Video Cameras C. K. Lee and W. Faig
DEVELOPING OF THE SURFACE MODELL OF HUMAN GUMS Dr Károly Fekete
PAROS: Le sens de la mesure. Photogrammétrie et modéles architecturaux: Le cas du forum antique de la ville d' Arles (France) Michel Florenzano, Jean-Yves Blaise, Pierre Drap
PHOTOREALISTIC PRESENTATION OF THE PALAIS GRAND DUCAL BASED ON PHOTOGRAMMETRIC RECORDING Peggy Freudenreich, [...]
SINGLE STATION SELF-CALIBRATION TECHNIQUES John G. FRYER
A COMPARISON OF THE UTILITY AND EFFICIENCY OF DIGITAL PHOTOGRAMMETRY AND INDUSTRIAL THEODOLITE SYSTEMS Giuseppe Ganci [...] Mark R. Shortis [...]
PHOTOGRAMMETRIC QUANTIFICATION OF CHANGES OF SOFT TISSUE AFTER SKELETAL TREATMENT OF THE FACIAL PART OF THE SKULL Dr.-Ing. Helga Gäbel, Dr.med. Dr.med.dent. Diana Kakoschke
A 3D-SENSOR FOR THE MEASUREMENT OF PARTICLE CONCENTRATION FROM IMAGE SEQUENCES Peter Geißler [...] Bernd Jähne [...]
ARCHEOLOGICAL PHOTOGRAMMETRY WITH SMALL FORMAT CAMERAS: THE SURVEY OF THE FORUM VETUS IN SARMIZEGETUSA (ROMANIA) Pierre GRUSSENMEYER and Franck PERDRIZET
ARCHEOLOGY AND PHOTOGRAMMETRY: THE SITE OF LAODICEIA AD LYCUM (TURKEY) dott. Francesco Guerra
RECONSTRUCTION OF THE DEFORMATION SURFACE OF CFER PANELS Forlani G. - Guzzetti F. -Pinto L.
A GENERAL APPROACH FOR OBJECT ORIENTED 3D-MAPPING IN DIGITAL CLOSE RANGE RESTITUTION Klaus Hanke, Associate Professor [...] Mostafa Abdel-Bary Ebrahim, M.Sc. [...]
OBJECT RECONSTRUCTION FROM IMAGES OF A MOVING CAMERA Jussi Heikkinen
DIGITAL MICROPHOTOGRAMMETRY WITH THE SCANNING ELECTRON MICROSCOPE Matthias Hemmleb, Jörg Albertz [...] Manfred Schubert, Andreas Gleichmann, Johann Michael Köhler [...]
A NOVEL SYSTEM FOR THE COMBINED MEASUREMENT OF WAVE- AND FLOW-FIELDS BENEATH WIND INDUCED WATER WAVES Frank Hering, Günther Balschbach, Bernd Jähne
OBJECT-ORIENTED DATA-INTEGRATION BETWEEN DIGITAL ARCHITECTURAL PHOTOGRAMMETRY AND CAAD Urs Hirschberg, Dipl. Arch. ETH
REAL TIME TRACKING OF A DYNAMIC OBJECT Amir Saeed Homainejad
DIGITAL STEREOPHOTOGRAMMETRIC SOLUTIONS FOR ORTHODONTICS Wolfram Höflinger
OBJECT RECOGNITION FOR A FLEXIBLE MANUFACTURING SYSTEM Y. Huang & J. C. Trinder & B. E. Donnelly
DIGITAL STEREOPLOTTER FOR HISTORIC MONUMENTS RECORDING Jozef J. Jachimski, Janusz M. Zielinski
PRACTICAL INTEGRATION OF VISION METROLOGY AND CAD IN SHIPBUILDING George W. Johnson, [...]
SOME SPECIAL CASES OF CLOSE RANGE PHOTOGRAMMETRY APPLICATION Dusan Joksié, Milos Vojinovic
MEASUREMENT OF SPINAL DEFORMITIES USING STEREOPHOTOGRAMMETRY K Jones [...] G N Askin, W E Ryan, C Natalie and A D Porter [...]
CLOSE RANGE PHOTOGRAMMETRY USING GEOMETRIC PRIMITIVES FOR EFFICIENT CAD MODELLING OF INDUSTRIAL PLANT M. A. Jones, D. P. Chapman, and A. A. Hamid [...] A. T. D. Deacon [...]
DIGITAL MONOPLOTTING AND PHOTO-UNWRAPPING OF DEVELOPABLE SURFACES IN ARCHITECTURAL PHOTOGRAMMETRY G. E. Karras, P. Patias, E. Petsa
IMAGE SEQUENCE ANALYSIS Dana Klimesova, Tomás Suk
STEREOSCOPIC COMPUTER MEASUREMENTS OF MULTY-TIME IMAGES FOR INVESTIGATION OF MOUNTAIN GLACIER MOVEMENTS prof. Yu. F. Knizhnikov, R. N. Gelman
DRAWING UP OF FIREWORKS VIEWING AREA MAP Tosio KOIZUMI [...] Kunihiko ONO [...] Hideaki KAWASAKI [...]
ARCHITECTURAL PHOTOGRAMMETRY AND PICTURE PROCESSING FOR ACQUISITION AND DOCUMENTATION OF A BRAZILIAN TOWN ENSEMBLE S. Landes, H.-P. Bähr and K. Ringle
QUANTITATIVE 3D-MICROSCOPY FOR PHOTODYNAMIC THERAPY OF CANCER CELLS Leemann Th, Margadant F, Walt H, Niederer P
An Underwater Digital Photogrammetric System For Fishery Geomatics Rongxing Li, Chuang Tao, and Weihong Zou [...] R. G. Smith and T. A. Curran [...]
RESULTS OF THE GERMAN COMPARISON TEST FOR DIGITAL POINT OPERATORS Thomas Luhmann
DEVELOPMENTS TOWARDS REMOTE METROLOGY FOR COMPONENT ALIGNMENT UNDER CONDITIONS OF RESTRICTED ACCESS IN JET'S TOROIDAL VACUUM VESSEL B. Macklin, R. Brade, G. Celentano, J. Tait, E. van Lente
"FREE-FLYING" 3-D SENSORS FOR EFFICIENT CLOSE-RANGE MEASUREMENT AND REVERSE ENGINEERING Reinhard W. Malz, [...]
TOWER CASTLE OF GARCIA D’AVILA - FIRST OUTCOMES FOR THE RESTORATION PROCEDURES Camillo José Martins Gomes - [...] Walter da Silva Prado - [...] Christováo Dias de Avila Pires Junior - [...] Herbert Erwes - [...] Luiz Eduardo Pereira Alves - [...]
Data Fusion of Three-dimensional Measurement and CAD in Plant Construction (with the application to prefabricated manufacture of chemical engineering pipe line as an example) A. Matsumoto and F. Souda
KOMBINATION VON PHOTOGRAMMETRIE UND STREIFENPROJEKTION ZUR VERMESSUNG GROSSER OBJEKTE Dr. Martin Michaelis
ISSUES IN MEDICAL PHOTOGRAMMETRY IN THE DIGITAL IMAGING ERA Harvey L. Mitchell [...] Thomas Leemann [...]
DENTURE MOBILITY MEASURING SYSTEM OF COMPLETE DENTURES USING FOUR INFRARED VIDEO CAMERAS K. MIYASHITA, T. SEKITA, S. MINAKUCHI, Y. HIRANO, K. KOBAYASHI and M. NAGAO
Archaeological Real-time Photogrammetric System using Digital Still Camera Yoshito MIYATSUKA
DISCUSSION ON THE AUTOMATIC MEASUREMENT OF TRAFFIC FLOW BY VIDEO CAMERA MOUNTED ON BALLOON Masaru MORI, Masahiro SETOJIMA, Yukio AKAMATSU [...] Ryo YAMANA, Takashi YAHARA [...]
FRAMES BASED ANALYSIS OF MULTISENSOR IMAGE SEQUENCES Yury V. Morzeev, Yury V. Visilter, Sergei Y. Zheltov, Alexander A. Stepanov
CLOSED-FORM SPACE RESECTION USING PHOTO SCALE VARIATION by Riadh A. H. Munjy, Mushtaq Hussain
MEASUREMENT OF RAILWAY SURFACE FLAWS WITH THE CCD LINE SENSOR CAMERA SYSTEM Yoshitaka Matsumoto, Osamu Murakami [...] Masaya Nakagawa [...]
ACCURACY IMPROVEMENT IN COMPUTATIONAL CLOSE-RANGE PHOTOGRAMMETRY BY THE USE OF MULTI-CONTROL VARIABLE (NCV) MONTE CARLO METHOD H. N. Nagaraja, [...]
EVALUATION OF A LOW COST DIGITAL PHOTOGRAMMETRIC SYSTEM FOR MEDICAL APPLICATIONS P. R. Thomas and I. Newton [...] K. B. Fanibunda [...]
A VIDEO-RATE STEREO MACHINE AND ITS APPLICATION TO VIRTUAL REALITY Kazuo Oda, Masaya Tanaka, Atsushi Yoshida, Hiroshi Kano and Takeo Kanade
A Reconstruction of the Ancient City of Ayutthaya Using Modern Photogrammetric Techniques Cliff Ogleby
A STUDY ON THE DEVELOPMENT OF SEMI-METRIC CAMERA FOR VERY CLOSE-RANGE PHOTOGRAMMETRY W. J. Oh [...] S. H. Han [...] S. H. Song, S. H. Bae, H. S. Lee [...]
THE DESIGN AND SIMULATION OF VIDEO DIGITIZING BY USING THREE-DIMENSIONAL CAD-MODELS Ms. Katri Oksanen, [...]
NUMERICAL INVENTORY OF ARCHITECTURAL OBJECTS Jolanta Orlinska, Ryszard Preuss
STEREOPHOTOGRAMMETRIC MAPPING OF THE ANTERIOR SURFACE OF THE HUMAN CORNEA Dr Jon Osborn, [...] Dr Gordon Wise, [...]
CAD-SUPPORTED DETERMINATION OF SENSOR ATTITUDE IN TERRESTRIAL PHOTOGRAMMETRIC APPLICATIONS A. D. Styliadis, P. Patias, J. Paraschakis
CONTRIBUTION OF VIDEOGRAMMETRY TO THE ARCHITECTURAL RESTITUTION Results of the CIPA "O. Wagner Pavillion" test P. Patias, A. Streilein
THE CIPA "O. Wagner Pavilion" TEST A. Almagro, P. Patias, P. Waldhäusl
HIGH RESOLUTION DATA ACQUISITON TO OBSERVE MOVING OBJECTS Jürgen Dold, [...] Jürgen Peipe, [...]
CAD-based Reverse Engineering with Digital Photogrammetry Frank Petran, Peter Krzystek [...] Peter Bonitz [...]
CONFIGURATION OPTIMIZATION AND OPERATING RANGE ENLARGEMENT OF CCD-VIDEO-CAMERAS Dipl.-Ing. Bernd Pollak, [...]
IMPLEMENTATION OF DIGITAL 3D-MODELS IN BUILDING SURVEYS BASED ON MULTI IMAGE PHOTOGRAMMETRY Günter Pomaska, [...]
THE DYNAMIC DIGITAL PHOTOGRAMMETRIC MEASUREMENT AND VISUALISATION OF A 21M WIND TURBINE ROTOR BLADE UNDERGOING STRUCTURAL ANALYSIS. S. Robson and H. B. Setan.
Multi-Image Correlation for Digital Photogrammetric Measurement Systems Heinz Rüther [...] Graeme van der Vlugt [...]
A MULTI-VIEW TRINOCULAR SYSTEM FOR AUTOMATIC 3-D OBJECT MODELING AND RENDERING F. Pedersini, A. Sarti, S. Tubaro
CCD MULTICAMERAS INTERACTIVE DIGITAL SYSTEM FOR CLOSE RANGE PHOTOGRAMMETRIC APPLICATIONS Piotr Sawicki, Boguslaw Wiecek
TARGET DETECTION AND EPIPOLAR GEOMETRY FOR IMAGE ORIENTATION IN CLOSE-RANGE PHOTOGRAMMETRY Gianfranco Forlani, Alberto Giussani, Marco Scaioni [...] Giorgio Vassena [...]
IMPROVEMENT OF FISHFARM PEN DESIGN USING COMPUTATIONAL STRUCTURAL MODELLING AND LARGE-SCALE UNDERWATER PHOTOGRAMMETRY (COSMOLUP) Heinrich Schewe, [...] Erik Moncrieff, [...] Prof. Dr.-Ing. Lothar Gründig, [...]
DPA-WIN - A PC BASED DIGITAL PHOTOGRAMMETRIC STATION FOR FAST AND FLEXIBLE ON-SITE MEASUREMENT Carl-Thomas Schneider
MULTIPLE FOCUS CALIBRATION OF A STILL VIDEO CAMERA Mark R. Shortis [...] Stuart Robson and Tim Short [...]
LASER DOT MATRIX BASED DIGITAL SYSTEM FOR FOR MONITORING TEXTURELESS ROOF STRATA OF MINES R. Singh, D. P. Chapman and K. B. Atkinson
THE CONSTRUCTION OF AN ANCIENT BAS-RELIEF REPLICA USING PHOTOGRAMMETRIC METHODS AND CNC TECHNIQUES E. STAMBOULOGLOU, [...]
UTILIZATION OF CAD MODELS FOR THE OBJECT ORIENTED MEASUREMENT OF INDUSTRIAL AND ARCHITECTURAL OBJECTS Andre Streilein
ADVANCED STUDY OF NON-PRISM LASER RANGER AND IT'S IMAGING (Low-Cost 3D Imaging and Range Imaging Using Non-Prism Laser-Ranger) YOSHIAKI TAKAHASHI, HIDENORI ITOH, NORITSUNA FUJII
A study and development for STEREO FUNDUS CAMERA SYSTEM using Stereo Matching Technique. TSURU Kosuke, Inoue T., Ogino N., Matuyama M., [...] Nanjo T., Yano. N., Hino T. [...]
SPECTRAL ANALYSIS OF A HUMAN WALKING SEQUENCE USING MEDIAL STEREO IMAGES Masako TSURUOKA, Ryosuke SHIBASAKI, Shunji MURAI [...] Masahiro KURITA [...] Takao WADA [...]
SUR L’UTILISATION DES CONTRAINTES À L'AJUSTEMENT SIMULTANE DES OBSERVATIONS PHOTOGRAMMETRIQUES ET GEODESIQUES DANS LA PHOTOGRAMMÉTRIE À COURTE DISTANCE Prof.dr.ing. Lucian Turdeanu, Chef de travaux ing. Ion Ionescu
THE USE OF MULTIPLE SURVIEWS OF A COMPUTED TOMOGRAPHY SCANNER TO DETERMINE THE 3D COORDINATES OF EXTERNAL CRANIAL MARKERS Van Geems B. A.
AUTOMATIC DEM GENERATION USING DIGITAL SYSTEM InduSCAN: AN APPLICATION TO THE ARTWORKS OF MILANO CATHEDRAL FINALIZED TO REALIZE PHYSICAL MARBLE COPIES Marco Scaioni [...] Giorgio Vassena [...] Torsten Kludas, Jens-Uwe Pfeil [...]
AN ALGORITHMIC METHOD FOR REAL-TIME 3-D MEASUREMENT X. Wang. & T. A. Clarke.
RECOVERING 3-D OBJECT GEOMETRY USING A GENERIC CONSTRAINT DESCRIPTION S. Weik, O. Grau
IST DIE PHOTOGRAMMETRIE REIF FÜR DAS MUSEUM? Rolf-Dieter Düppe und Manfred Weisensee
DIGITAL ORTHOIMAGES IN ARCHITECTURAL PHOTOGRAMMETRY USING DIGITAL SURFACE MODELS Albert Wiedemann
CULTURAL ASSETS PRESERVATION USING DIGITAL PHOTOGRAMMETRY METHODS YEU, Bock-Mo Professor, KIM, Wondae Ph.D Student [...] KIM, Yong-ll Associate Professor, RYU, Yeon Undergraduate Student [...]
Appendix: Authors and Co-authors Index Volume XXXI, Part B5 - ISPRS Commission V
Appendix: Keywords Index Volume XXXI, Part B5 - ISPRS Commission V
Cover

Full text

one assumes that there is not the distortion around the
central part of lens generally(Fig. 5). If one knows the
equivalent focal length, one may calculate the theoretical
radial distance that the collimator image illuminated from
collimator. So, one may obtain the radial lens distortion
by comparing with the practically photographed radial
distance(Kang, 1992).

Lens
Collimator

Negative surface
Fig. 5. Principal of calculation of equivalent focal length
As for the CFL(calibrated focal length) of lens, this
researcher obtained 36.079mm, by averaging all the
focal length of radial direction(Karren,1967, Wolf,1983).
In case of applying the equivalent focal length, the
distortion of lens of horizontal appeared as 9um~-144um,
But, in case of applying the calibrated focal length, 4um
-—-51um that about 64% was reduced appeared by
being distributed evenly. In case of vertical direction
also, the reduction of about 76% appeared from 5um~
53um to 64m- 194m. So, in the photogrammetry, it is
considered desirable to apply the calibrated focal length.
If one knows the radial lens distortion, one may
obtain the coefficient of radial lens distortion from
correction polynomial(Kang, 1992).
3. APPLICATION
After choosing the small-size stone lantern(tower to
light a candle or to keep sarira in Buddhist temple)
which is suitable for very close-range photogrammetry
as the object, this researcher arranged 28 unknown
points on the surface of object equally. After attaching
the calibrated square, so that it may be the axis of X,
Y of coordinate system, this researcher utilized the scale
of this square as the self-control point. This researcher
took total 60 sheets of photographs by 15 sheets
respectively, by changing the rotation angle with 10
interal at the object distance, 0.45m, 0.67m, 1.0m and
1.4m by means of NIKON F-801 non-metric camera
(f=36mm) in this study. At this time, this researcher
made f-stop as 22 by considering the circle of
confusion, and photographed with indirect illumination so
as to prevent the halation. About the triangulation, we
executed with Kern DKM 2-A(1" reading) theodolite.
And, about the observation of baseline, we corrected
the systematic error after observing with the calibrated
steel tape over several times repeatedly. And about the
comparator coordinate, we used the photo densitometer
that the observation to 1um is possible. This
researcher decided the exterior orientation parameter
and the 3-D coordinates | of unknown point
simultaneously, by executing space resection and space
intersection with the bundle adjustment based on
collinearity condition (Kang,1989, Kang,1990).
In the photogrammetry science to calculate 3-D
coordinates of object from the projection relation of
object and camera, the geometrical conditions such as
photographing position, direction and arrangement of
control point etc. are Important. Therefore, this
researcher examined as to which influence the change
of object distance, convergent angle, numbers of control
point, and number of photographs etc. has on 3-D
coordinates of object.
3.1 Self-Control Point System
Table 1. Comparison of calculation of results by
theodolite and self-control point (m)

# of To Toe, Ti Tia) So Sos Sto. Si
photos

46 74.115 164 45 66 99 137
34 55 82 115 93 "48 M 99
25 38 53 80 25-31 1 50 À
18 28. 43 58 18 23 .37 50
C105 RIS

Table 1 is what showed the r.m.s.e calculated by
using the result of control surveying based on theodolite
and the self-control point. T means the result of control
surveying by theodolite, S is the result of self-control
point, and the subscript is object distance(meter). In
case that the number of photographs changes into 2
sheets, 4 sheets, 8 sheets and 15 sheets at the object
distance, 0.45m, the r.m.s.e based on the result of
self-control point is 45 um, 33um, 25um, and 184m,
and the r.m.s.e based on the result of control surveying
by theodolite is 46 um, 34 um, 25um and 184m. So,
it can be known that the case to have calculated by
using the result of control surveying based on theodolite
and the result to have calculated by using the result of
self-control point are very similar. Thus, it is expected
that one will be able to solve the difficult problem about
the manufacture and installation of control point,
observation of angle and baseline which is raised at
the time of control surveying of small size object
efficiently, if one uses the self-control point.
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B5. Vienna 1996

3.2 Object
Photo:
Eig 6 i:
change of
which was
point. Accc
14m io. 1
28%, 50%
number of
sheets, 8 S
Average standard error(um)

Fig. 6 R.m
and numb:
3096, 5096
seen that |
are very
measuremel
3.3 Conver
œ
©
eo
e
e
e
A
©
©
300
Standard error (um)
vs
©
o
100

Fig. 7 Rn

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