원문정보
초록
영어
First, we describe some properties of the masonry structures. It is an urgent task to ensure the safety of the masonry structure by using information technology to monitor the instantaneous deformation dynamically and find out clues of potential hazard real time. This essay gives an empirical research with three-dimensional motion parallax (3-DMP) to this problem, besides; the grey theory model is used to analyze the deformation. The Artificial Earthquake Motional Model （AEM）and the developed software for static and dynamic analyses of different types of masonry structures are illustrated. The combination of multi-technology methods can overcome the error, and play an important role in improving the safety and reliability of the masonry structure. With the analyzed and processed data from digital cameras effectively, we get a precision result approximately equal 2.1‰
목차
1. Introduction
2. Two Models for Experiments
2.1. Artificial Earthquake Motional Model
2.2. 3-DMP Method
3. The Monitoring Experiment on the Masonry Structure
3.1. Several Calculating Results
3.2. Details of the Monitoring Process
4. Several Cartographic Data
4.1. Measured Tables
4.2. Pixel Coordinates
4.3. Partial Deformation Curve Maps
5. The Conclusions
ACKNOWLEDGEMENTS
References