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العنوان
New trends in close range photogrammetry as applied to structural deformation monitoring/
الناشر
Hossam M.Farid El-Habrouk,
المؤلف
El-Habrouk,Hossam M.Farid
هيئة الاعداد
باحث / حسام محمد فريد الحبروك
Hhabrouk@yahoo.com
مشرف / محمود حسنى
مشرف / كمال عطا الله
kamal_atia@hotmail.com
مناقش / محمد رشاد الدين مصطفى
rashadhoussien@yahoo.com
مناقش / يوسف ابراهيم عبد العزيز
الموضوع
Photogremmetry
تاريخ النشر
1996 .
عدد الصفحات
xii, 143p :
اللغة
الإنجليزية
الدرجة
الدكتوراه
التخصص
الهندسة (متفرقات)
تاريخ الإجازة
1/1/1996
مكان الإجازة
جامعة الاسكندريه - كلية الهندسة - هندسة المواصلات
الفهرس
Only 14 pages are availabe for public view

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Abstract

‎CHAPTER (1)
‎INTRODUCTION
‎When incepted over a century ago, one of the major application ofphotogrammetry was the
‎compilation of topographic maps on the basis of measurements and information obtained from
‎photographs. In the early days, maps were derived from terrestrial photographs captured by
‎cameras on the ground. Following the invention of the aeroplane in ] 906 by the Wright
‎Brothers, the use of aerial photographs for map compilation became quickly popular. Since
‎then, the photogrammetric cameras were mainly mounted on airborne platforms and little
‎work was done on the ground, mainly for non-topographic applications. For less than 300m
‎object-to-camera distance, the term ”Close Range Photogrammetry” was coined.
‎In the early non-topographic applications, overlapping frame photographs were usually taken
‎with well-controlled metric cameras. These photographs were then used in analog optical-
‎mechanical plotters to extract information about the photographed object. Restrictions for the
‎photograph format, the camera used, and the image configuration limited the use of this type
‎of plotters for close range applications. Ahhough many of these analogue instruments are still
‎in operation throughout the world, this era is rapidly drawing to an end.
‎With the development of comparators and analytical evaluation, and especially with the
‎invention of the analytical plotter by Helava in the ]950’s, more flexibility was provided to
‎both the photogrammetric data acquisition and the evaluation systems. The introduction of
‎non-metric cameras as a data acquisition instruments. instead ofbuIky, heavy and expensive
‎metric cameras, became possible. This was a big step towards opening up more close range
‎applications. The 1970’s was the era of non-metric cameras, where intensive research was
‎devoted to explore the potentials of non-metric cameras. The combination of non-metric
‎cameras with powerful software proved its suitability for most close range applications’
‎accuracy requirements (Faig, 1976a).
‎Since the early stage of analytical photogrammetry, the computer has drawn the attention of
‎the photogrammetric community as a data evaluation instroment. It became the new challenge
‎for all photogrammetrists to exploit the endless features and facilities of the computer. or in
‎another words, to ”digitize” the existing approaches and algorithms. Not only does
‎”digitization” mean the use of a computer to perform the manual operations (automation), but
‎also the use of digital images instead of hard- copy- film-based images, thus the computer can
‎be utilized as a complete digital photogrammetric workstation. Nowadays, the terms ”Digital
‎Photogrammetry” in general, and ’’Digital Close Range Photogrammetry” m particular are
‎considered the most recent trends m that field.
‎Digital images can be obtained either by digitizing (S(’.JI111Iing) a hard-copy-film-based
‎photograph with special devices (scanners), or by C8pturmg the photograph in digital form
‎using an array camera. The types and numbers of array cameras m the market are enormous.
‎Vidicons, camcorders, and digital cameras are aD mcluded m this category.
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