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      이어도 종합해양과학기지의 진동 계측자료를 이용한 구조물 동특성 분석 = Analysis of Structural Dynamic Characteristics of Ieodo Ocean Research Station Using Vibration Measurement Data

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      https://www.riss.kr/link?id=A106827928

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      다국어 초록 (Multilingual Abstract)

      To study the ocean and meteorological issues related to global climate change and global warming, Korea is operating several ocean research stations (ORS), including Ieodo ORS, Gageocho ORS, and Sochengcho ORS in remote ocean area. In 2003, the Ieodo ORS was first constructed and in operation, and a lot of scientific studies were carried out using the observation data at Ieodo ORS. After the Gageodo ORS was attacked by Typhoon Muifa and was severely damaged to its structural members, ORSs were equipped with vibration measurement systems to monitor their structural integrities. In the case of Ieodo ORS, the vibration measurement system was instrumented in 2016. In this study, the structural dynamic characteristics of the Ieodo ORS were investigated using the vibration measurement data, including acceleration and tilt. As a result, three natural frequencies of two bending modes and torsional mode were estimated as 1.315 Hz, 1.390 Hz, and 1.590 Hz, respectively, and these natural frequencies were compared with those estimated using measurement data in 2005 and 2006 by Kim et al. (2006). It was found that the natural frequencies were decreased as about 2-3.8% due to the combined effect of structural degradation and the increase of mass of equipment. Long-term measurement data were also analyzed to obtain the variation of dynamic characteristics according to the environmental effects such as temperature and excitation force. It was also found that the dynamic characteristics of Ieodo ORS are not affected by temperature and tidal level while they are significantly affected by the level of excitation force, i.e., the amplitude of vibration responses can be used to account for the effect of excitation force indirectly.
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      To study the ocean and meteorological issues related to global climate change and global warming, Korea is operating several ocean research stations (ORS), including Ieodo ORS, Gageocho ORS, and Sochengcho ORS in remote ocean area. In 2003, the Ieodo ...

      To study the ocean and meteorological issues related to global climate change and global warming, Korea is operating several ocean research stations (ORS), including Ieodo ORS, Gageocho ORS, and Sochengcho ORS in remote ocean area. In 2003, the Ieodo ORS was first constructed and in operation, and a lot of scientific studies were carried out using the observation data at Ieodo ORS. After the Gageodo ORS was attacked by Typhoon Muifa and was severely damaged to its structural members, ORSs were equipped with vibration measurement systems to monitor their structural integrities. In the case of Ieodo ORS, the vibration measurement system was instrumented in 2016. In this study, the structural dynamic characteristics of the Ieodo ORS were investigated using the vibration measurement data, including acceleration and tilt. As a result, three natural frequencies of two bending modes and torsional mode were estimated as 1.315 Hz, 1.390 Hz, and 1.590 Hz, respectively, and these natural frequencies were compared with those estimated using measurement data in 2005 and 2006 by Kim et al. (2006). It was found that the natural frequencies were decreased as about 2-3.8% due to the combined effect of structural degradation and the increase of mass of equipment. Long-term measurement data were also analyzed to obtain the variation of dynamic characteristics according to the environmental effects such as temperature and excitation force. It was also found that the dynamic characteristics of Ieodo ORS are not affected by temperature and tidal level while they are significantly affected by the level of excitation force, i.e., the amplitude of vibration responses can be used to account for the effect of excitation force indirectly.

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      목차 (Table of Contents)

      • 1. 서 론 2. 이론적 배경 및 구조물 개요 3. 구조물 동적응답을 이용한 동특성 분석 4. 이어도 종합해양과학기지 동특성 분석 결과 5. 결론
      • 1. 서 론 2. 이론적 배경 및 구조물 개요 3. 구조물 동적응답을 이용한 동특성 분석 4. 이어도 종합해양과학기지 동특성 분석 결과 5. 결론
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      참고문헌 (Reference)

      1 김원술, "장기 계측 데이터를 이용한 가거초 해양과학기지의 동특성 평가" (사)한국연안방재학회 4 : 263-270, 2017

      2 김동현, "이어도해양과학기지 구조물 계측신호 분석" 한국해안,해양공학회 18 (18): 53-62, 2006

      3 Peeters, B., "Vibration-based damage detection in civil engineering : excitation sources and temperature effects" 10 : 518-527, 2001

      4 Hernandes, V. A., "Vibration measurement in offshore structures" 1996

      5 Macdonald, J. H. G., "Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling" 27 (27): 1916-1930, 2005

      6 Overschee V. P., "Subspace identification for linear systems" Kluwer Academic Publisher 1996

      7 Idichandy, V. G., "Studies on structural monitoring of offshore jacket platforms" 4317 : 521-527, 2001

      8 Chun-Xu Qu, "Spurious mode distinguish by eigensystem realization algorithm with improved stabilization diagram" 국제구조공학회 63 (63): 743-750, 2017

      9 Peeters, B., "Reference-based stochastic subspace identification for output-only modal analysis" 13 (13): 855-878, 1999

      10 Ang, A. H.-S., "Probability concepts in engineering planning and design" John Wiley & Sons 1975

      1 김원술, "장기 계측 데이터를 이용한 가거초 해양과학기지의 동특성 평가" (사)한국연안방재학회 4 : 263-270, 2017

      2 김동현, "이어도해양과학기지 구조물 계측신호 분석" 한국해안,해양공학회 18 (18): 53-62, 2006

      3 Peeters, B., "Vibration-based damage detection in civil engineering : excitation sources and temperature effects" 10 : 518-527, 2001

      4 Hernandes, V. A., "Vibration measurement in offshore structures" 1996

      5 Macdonald, J. H. G., "Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling" 27 (27): 1916-1930, 2005

      6 Overschee V. P., "Subspace identification for linear systems" Kluwer Academic Publisher 1996

      7 Idichandy, V. G., "Studies on structural monitoring of offshore jacket platforms" 4317 : 521-527, 2001

      8 Chun-Xu Qu, "Spurious mode distinguish by eigensystem realization algorithm with improved stabilization diagram" 국제구조공학회 63 (63): 743-750, 2017

      9 Peeters, B., "Reference-based stochastic subspace identification for output-only modal analysis" 13 (13): 855-878, 1999

      10 Ang, A. H.-S., "Probability concepts in engineering planning and design" John Wiley & Sons 1975

      11 Kim, W., "Monitoring of structural dynamic characteristics of Socheongcho Ocean Research Station" 85 (85): 1191-1195, 2018

      12 Hermans, L., "Modal testing and analysis of structures under operational conditions : industrial applications" 13 (13): 193-216, 1999

      13 Yi, J. H., "Modal identification of a jacket-type offshore structure using dynamic tilt response and investigation of tidal effects on modal properties" 49 : 767-781, 2013

      14 Xia, Y., "Long term vibration monitoring of RC slab : Temperature and humidity effects" 28 (28): 441-452, 2006

      15 "KHOA"

      16 Marsaglia, G., "Evaluating Kolmogorov’s distribution" 8 (8): 1-4, 2003

      17 Elshafey, A. A., "Dynamic response of offshore jacket structures under random loads" 22 (22): 504-521, 2009

      18 Azarhoushang, A., "Dynamic response of fixed offshore platforms to environmental loads" Curtin University of Technology 2010

      19 Zhou, H. F., "Constructing input to neural networks for modeling temperature-caused modal variability:Mean temperatures, effective temperatures, and principal components of temperatures" 32 (32): 1747-1759, 2010

      20 Jin-Hak Yi, "Comparative study on modal identification methods using output-only information" 국제구조공학회 17 (17): 445-466, 2004

      21 Sohn, H., "An experimental study of temperature effect on modal parameters of the Alamosa Canyon Bridge" 28 : 879-897, 1999

      22 Mrabet, E., "A new criterion for the stabilization diagram used with stochastic subspace identification methods: an application to an aircraft skeleton" 2014

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