A Study of Using Global Positioning System and 3D Laser Scanner on Deformation Monitoring
碩士 === 國立交通大學 === 土木工程系所 === 93 === The precision of the RTK is 10㎜ ±2ppm for the horizontal and 20㎜ ±2ppm for the vertical distances. However, these precisions are limited when the baseline distance is shorter than 10㎞. In many actual conditions , the distance of a baseline is much more longer than...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/81547755560844654654 |