가속도 계측을 통한 항만시설용 케이슨 구조체의 동적응답 분석
Dynamic Response Analysis of Caisson Structureby Acceleration Measurement
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초록
In this study, acceleration responses of caisson structures under various environmental conditions are experimentally examined as a basic study to develop the health assessment technique for harbor structures. To achieve the objective, three approaches are implemented. Firstly, a target caisson structure is selected and its small-scaled caisson is constructed in the laboratory. Secondly, a finite element model of the caisson is generated to identify dynamic responses of the baseline structure. Thirdly, experimental tests are performed on the caisson model to examine dynamic responses under various boundary conditions and impact locations. Four different boundary conditions, 'standing on concrete floor', 'standing on styrofoam block', 'standing on sand-mat' and 'hanging by crane', are considered and correlation coefficients of frequency response functions between four states are analyzed.
Abstract
In this study, acceleration responses of caisson structures under various environmental conditions are experimentally examined as a basic study to develop the health assessment technique for harbor structures. To achieve the objective, three approaches are implemented. Firstly, a target caisson structure is selected and its small-scaled caisson is constructed in the laboratory. Secondly, a finite element model of the caisson is generated to identify dynamic responses of the baseline structure. Thirdly, experimental tests are performed on the caisson model to examine dynamic responses under various boundary conditions and impact locations. Four different boundary conditions, 'standing on concrete floor', 'standing on styrofoam block', 'standing on sand-mat' and 'hanging by crane', are considered and correlation coefficients of frequency response functions between four states are analyzed.
참고문헌 (8)
- 박재형, "가속도 응답을 이용한 케이슨 식 항만구조물의 건전성평가", 2007년도 한국해양과학기술협의회 공동학술대회, pp.2138~2141 (2007)
- 이정미, "PSC 거더의 긴장력 변화에 따른 휨진동 응답 및 정착부의 임피던스 응답 특성에 관한 실험적 연구", 석사, pp.2008
- Brinker, R., "Modal Identification of Output-Only Systems Using Frequency Domain Decomposition", Smart Materials and Structures, 10, pp.441~455 (2001)
- Jeong-Tae Kim, "Vibration-based damage detection in beams using genetic algorithm", Smart Structures and Systems, An International Journal, 3(3), pp.263~280 (2007), 국제구조공학회
- Kim, J.T., "Vibration-Based Damage Monitoring Algorithm for Prestress-Loss in PSC Girder Bridges", Proceedings of SPIE, 통권 : 6932, pp.69322C1~69322C12 (2008)
- Lee, J.J., "Two-Step Approaches for Effective Bridge Health Monitoring", Structural Engineering and Mechanics, 23(1), pp.75~95 (2006)
- Na, U.J., "Probabilistic Assessment for Seismic Performance of Port Structures", Soil Dynamics and Earthquake Engineering, 28, pp.147~158 (2008)
- A Review of Structural Health Monitoring Literature 1996-2001, "Sohn, H.", Los Alamos National Laboratory, ~, pp.LA-13976-MS (2003)
