The contact displacement sensors that are currently becoming popular in the shaking table tests are limited depending on their use environments; thus, the reality is that each equipment appears impractical considering its effectiveness and applicability. Therefore, in this study, to verify an algorithm for measuring the displacement responses of a structure using the line detection in the shaking table test, the test was conducted on a reinforced concrete frame.

• 김성완(부산대학교 지진방재연구센터) | Kim Sung Wan 교신저자
• 박동욱(부산대학교 지진방재연구센터) | Park Dong Uk
• 전법규(부산대학교 지진방재연구센터) | Jeon Bub Gyu
• 윤다운(부산대학교 지진방재연구센터) | Yun Da Woon