ISPRS Ann. Photogramm. Remote Sens. Spatial Inf. Sci., II-5/W3, 165-169, 2015
http://www.isprs-ann-photogramm-remote-sens-spatial-inf-sci.net/II-5-W3/165/2015/
doi:10.5194/isprsannals-II-5-W3-165-2015
© Author(s) 2015. This work is distributed
under the Creative Commons Attribution 3.0 License.
 
11 Aug 2015
Finding the displacement of wood structure in heritage building by 3D laser scanner
M. C. Lee1, Y. L. Tsai2, R. Z. Wang3, and M. L Lin1 1Dept. of Interior Design, National Taichung University of Science and Technology, 40401, Taichung, Taiwan
2Bureau of Cultural Heritage, Ministry of Culture, 402, Taichung, Taiwan
3National Centre for Research on Earthquake Engineering, 106, Taipei, Taiwan
Keywords: Heritage buildings, structural displacement, 3D scanners, wood construction, preservation Abstract. Heritage buildings are highly prone to long term damage from the microclimate, scourge and vandalism, which can result in damaged materials, structures, painting and cultural heritage items. This study will focus on finding the displacement of wood structural members through the use of a 3D laser scanner and the 4D concept of time. The results will compare the scans from different periods to find the difference (if any) in the structural member position. Wood structures usually consist of numerous wood members connected to form the structure. However, these members can be damaged in various ways such as physical mechanisms, chemical reactions, and biological corrosion. When damage to the wood structure occurs, the structural displacement can be affected, and if affected severely, can lead to a building collapse. Monitoring of the structural displacement is the best way to discover damage immediately and to preserve the heritage building. However, the Cultural Heritage Preservation Law in Taiwan prohibits the installation of monitoring instruments (e.g strain gauge, accelerometer) in historic structures (heritage buildings). Scanning the wood structure with 3D lasers is the most non-intrusive method and quickly achieves displacement through visualization.

The displacement scan results can be compared with different periods and different members to analyze the severity of damage. Once the 3D scanner is installed, the whole building is scanned, and point clouds created to build the visual building model. The structural displacement can be checked via the building model and the differences are measured between each member to find the high risk damaged areas or members with large displacement. Early detection of structural damage is the most effective way means of preservation.

Conference paper (PDF, 1960 KB)


Citation: Lee, M. C., Tsai, Y. L., Wang, R. Z., and Lin, M. L.: Finding the displacement of wood structure in heritage building by 3D laser scanner, ISPRS Ann. Photogramm. Remote Sens. Spatial Inf. Sci., II-5/W3, 165-169, doi:10.5194/isprsannals-II-5-W3-165-2015, 2015.

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