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AERIAL PHOTO / TRIANGULATION DATABASE SYSTEM FOR KOBE EARTHQUAKE IN 1995
Hiroyuki Hasegawa , Kikuo Tachibana , PASCO Corporation ; Atsushi Okamoto , Tetsu Ono ,KYOTO University;
Susumu Hattori FUKUYAMA University ; Michael Gildengorin , Geometric Computer Services
Commission IV, Working Group 4
KEY WORDS: GPS,Aerial ,Triangulation, Orthoimage, DEM/DTM, Three-dimensional CAD Database,
Geotechnical-Engineering Project, Urban-Earthquake Deformation
ABSTRACT
Kobe Earthquake which was measured at 7.2 magnitude in January of 1995 has devastated the densely populated areas between Kobe
and Osaka, Japan. Few hours following the earthquake, most of the Aerial Survey Organizations including Geographical Survey
Institute(GSI), as well as, several private companies, have scheduled flights over the damaged area. The purpose of these flights was to
document, as early and as rapidly as possible, the damage to the area. Flights were made based on the experience of these companies in
similar natural disasters including earthquake, volcanic explosions, typhoon floods and tsunami attacks. Flights were planned and executed
primarily without the intervention or guidance of any govemment or public organizations.
Working group (Deformation Analysis of the Kobe Earthquake, using Digital Photogrammetry) jin Kobe Earthquake Investigation
Commission of Japanese Geotechnical Society was organized and guided by Dr. Okamoto to summarize deformation measurement in the
area using triangulated aerial photos before and after the earthquake to pursue digital Photogrammetric approaches for possible natural
disasters and to establish the historical aerial photographic records on advanced 3D CAD based database system(GIS) system, including
ground controls, aerial photos( triangulated and untriangulated ) and reference maps , such as disaster maps ,geological maps and
geotechnical maps.
Completion of the “ Kobe Earthquake aerial photo retrieval system “ina PC CAD environment has now preserved many existing technical
materials, aerial photos, aerial triangulation results and ground controls’ records in a timely sense.
Digital photogrammetric researchers and practitioners also recognized the systematized approaches against natural and social disasters ;
cooperating with GIS systems and advanced surveying technologies, such as GPS surveying and Satellite image photogrammetry.
343
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B4. Vienna 1996