1 September 1991 Deformation study of the Klang Gates Dam with multispectral analysis method
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Proceedings Volume 1526, Industrial Vision Metrology; (1991) https://doi.org/10.1117/12.48244
Event: Industrial Vision Metrology, 1991, Winnipeg, Canada
Abstract
An approach in the analysis of deformation structural behavior using the method of multispectral analysis has been developed by the authors. This approach is suitable for concrete dams where data are acquired through close-range photogrammetric means. This analysis is based on simultaneous adjustment of data obtained from different spectral ranges. The approach consisted of three basic processes: preliminary identification of deformation models, estimation of the deformation and displacement models, estimation of the deformation and displacement parameters, and multispectral analysis of the deformation models. A numerical example is given using data obtained from WILD P32 phototheodolite of 2 epochs of observation of the Kland Gates concrete dam deformation behavior study.
© (1991) COPYRIGHT Society of Photo-Optical Instrumentation Engineers (SPIE). Downloading of the abstract is permitted for personal use only.
Azmi Hassan, Azmi Hassan, Mustofa Subari, Mustofa Subari, Zainal Abidin Som, Zainal Abidin Som, } "Deformation study of the Klang Gates Dam with multispectral analysis method", Proc. SPIE 1526, Industrial Vision Metrology, (1 September 1991); doi: 10.1117/12.48244; https://doi.org/10.1117/12.48244
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