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Estimation of Damping Ratio from Operational Monitoring of Cable-Stayed Bridge
진도대교의 운용계측을 통한 감쇠계수 추정

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Authors
라디앙스
Advisor
김호경
Major
공과대학 건설환경공학부
Issue Date
2013-02
Publisher
서울대학교 대학원
Description
학위논문 (석사)-- 서울대학교 대학원 : 건설환경공학부, 2013. 2. 김호경.
Abstract
Estimation of Damping Ratio from Operational Monitoring of Cable-Stayed Bridge

Interference Vortex-Induced Vibration (VIV) has been observed for Second Jindo Bridge. A previous study with wind tunnel tests suggests that VIV was due to low structural damping ratio (0.2%). Multiple Tuned Mass Damper (MTMD) has been installed in Second Jindo deck to mitigate amplitude of vibration. This study verifies the assumption of low structural damping ratio for the first vertical mode of vibration with field measurements. Based on monitored data, modal parameters are obtained using NExT-ERA time domain method. Results of damping ratio are in good agreement with the wind tunnel tests (average 0.3%). However, this structural damping ratio is lower than the recommended value by Korean Design Guidelines. Estimation of modal parameters for First Jindo Bridge shows a higher damping ratio than second bridge (average 0.5%). As expected, the acceleration monitored with the MTMD operating in Second Jindo Bridge provides a higher damping ratio. When wind conditions create VIV, larger RMS accelerations can be observed, while MTMD is kept under fixed conditions. On the other hand, after releasing the MTMD, the amplitude of vibration is within the usual range and damping ratio increases with an average of 3.4%. In the present investigation, it has been successfully demonstrated that MTMD design is an efficient method to mitigate VIV.
Language
English
URI
https://hdl.handle.net/10371/124203
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College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Civil & Environmental Engineering (건설환경공학부)Theses (Master's Degree_건설환경공학부)
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