Earticle

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

Abstract
 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

키워드

저자

• Yongqian Zhao [ School of Control Science and Engineering, Shandong University, Jinan 250061, China, School of Natural Science, Shandong Jianzhu University, Jinan 250101, China ]
• Yaohua Wu [ School of Control Science and Engineering, Shandong University, Jinan 250061, China ]
• Chengxin Yu [ Assets Department, Shandong Jianzhu University, Jinan 250101, China ]

참고문헌

발행기관

간행물

표지보기 관심저널 등록

• 간행물명

  International Journal of Hybrid Information Technology

• 간기

  격월간

• pISSN

  1738-9968

• 수록기간

  2008~2016

• 십진분류

  KDC 505 DDC 605