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contributor authorMichael J. Olsen
contributor authorFalko Kuester
contributor authorBarbara J. Chang
contributor authorTara C. Hutchinson
date accessioned2017-05-08T21:40:16Z
date available2017-05-08T21:40:16Z
date copyrightMay 2010
date issued2010
identifier other%28asce%29cp%2E1943-5487%2E0000036.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58993
description abstractTerrestrial laser scanning (TLS) provides a rapid, remote sensing technique to model 3D objects. Previous work applying TLS to structural analysis has demonstrated its effectiveness in capturing simple beam deflections and modeling existing structures. This paper extends TLS to the application of damage detection and volumetric change analysis for a full-scale structural test specimen. Importantly, it provides a framework necessary for such applications, in combination with an analysis approach that does not require tedious development of complex surfaces. Intuitive slicing analysis methods are presented, which can be automated for rapid generation of results. In comparison with conventional photographic and surface analysis methods, the proposed approach proved consistent. Furthermore, the TLS data provided additional insight into geometric change not apparent using conventional methods. As with any digital record, a key benefit to the proposed approach is the resulting virtual test specimen, which is available for posttest analysis long after the original specimen is demolished. Uncertainties that can be introduced from large TLS data sets, mixed pixels and parallax in the TLS analysis are also discussed.
publisherAmerican Society of Civil Engineers
titleTerrestrial Laser Scanning-Based Structural Damage Assessment
typeJournal Paper
journal volume24
journal issue3
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)CP.1943-5487.0000028
treeJournal of Computing in Civil Engineering:;2010:;Volume ( 024 ):;issue: 003
contenttypeFulltext


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