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Vortex-induced Vibration Generated by Flow Interaction between Two Cable-stayed Bridges in Tandem : 병렬 사장교의 유동장 간섭 현상에 의한 와류진동

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dc.contributor.advisor김호경-
dc.contributor.authorJin Park-
dc.date.accessioned2017-07-13T06:40:48Z-
dc.date.available2017-07-13T06:40:48Z-
dc.date.issued2016-08-
dc.identifier.other000000137233-
dc.identifier.urihttps://hdl.handle.net/10371/118740-
dc.description학위논문 (박사)-- 서울대학교 대학원 : 건설환경공학부, 2016. 8. 김호경.-
dc.description.abstractA vortex-induced vibration (VIV) was observed in the upstream deck of a pair of cable-stayed bridges in 2011. This represents the first case of such an observation in an actual long-span cable-supported bridge in service. The observed VIV was reproduced in a wind tunnel and a series of wind tunnel tests were carried out to identify causes of the VIV. The successful reproduction showed that the VIV was amplified by an interference effect caused by parallel arrangement of decks.
An in-depth study was conducted on the interactive vibrations in parallel arrangement. For the VIV, the gap distance between two decks was considered as the key parameter. The considered gap distances covered wide range from one to twenty times of the depth of deck. By variation wind velocity, the amplitudes of VIVs in both decks were estimated. Particle image velocimetry (PIV) tests were also performed to identify the change of streamlines in between two decks for different gap distances. Also the distribution of swirling strength of the generated vortices was evaluated from the velocity data obtained from PIV tests. Alternating eddies were formed in phase with the upstream deck motion and were transmitted to the downstream deck regardless of the gap distances. According to the research results, it can be concluded that the interactive VIV in two parallel cable-stayed bridges is critically affected by the gap distance up to five to seven times of the depth of the deck. This vulnerable gap distance is closely related to the moving distance of one vortex during one-period oscillation of the deck.
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dc.description.tableofcontentsChapter 1 Introduction 1
1.1 Literature survey 3
1.2 Objective and scope 7

Chapter 2 Similitude and setup in wind tunnel testing 9
2.1 Similitude for wind tunnel tests 9
2.1.1 Length scale and scaled section models 10
2.1.2 Density ratio 13
2.1.3 Froude number and Cauchy number 14
2.1.4 Reynolds number 17
2.2 Setting for wind tunnel tests 22

Chapter 3 Vortex-induced vibration of Jindo Bridges 25
3.1 Field observation of VIV of Jindo Bridges 25
3.1.1 VIV due to the seasonal wind 25
3.2 Reproduction of the observed VIV in the wind tunnel 29
3.2.1 Mean wind speed near deck section 29
3.2.2 VIV of the single stand-alone bridges in smooth flow 31
3.2.3 Interactive behavior at tandem arrangement 34
3.2.4 Effect of wind direction 44
3.2.5 Estimation of the performance of as-is vanes 45
3.2.6 Effects of damping on the interactive VIV and journal publications 48
3.3 Flow fields observation in the gap 50
3.3.1 Time-frequency analysis of velocity field 52
3.3.2 Motion induced flow fields 57
3.3.3 Vortex identification by swirling strength method 68

Chapter 4 Influence of gap distances on vortex-induced vibration 80
4.1 Influence of gap distances on characteristics of vortex-induced vibration 80
4.1.1 Interactive VIVs for the gap distances of L/D=0.7-1.3 83
4.1.2 Interactive VIVs for the gap distances of L/D=2.1-5.4 83
4.1.3 Interactive VIVs for the gap distances of L/D=7.4-19.5 84
4.2 Flow fields observation in the gap 94
4.2.1 Motion induced flow fields at various gap distance 94
4.2.2 Influences of gap distances on vortex fields 97
4.2.3 Vortex moving speed analysis 100

Chapter 5 Conclusions and further study 102

References 105

국문 초록 110
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dc.formatapplication/pdf-
dc.format.extent2993441 bytes-
dc.format.mediumapplication/pdf-
dc.language.isoen-
dc.publisher서울대학교 대학원-
dc.subjectcable-stayed bridge-
dc.subjectvortex-induced vibration-
dc.subjectwind tunnel test-
dc.subjectPIV-
dc.subjecttandem arrangement-
dc.subjectgap distance-
dc.subject.ddc624-
dc.titleVortex-induced Vibration Generated by Flow Interaction between Two Cable-stayed Bridges in Tandem-
dc.title.alternative병렬 사장교의 유동장 간섭 현상에 의한 와류진동-
dc.typeThesis-
dc.contributor.AlternativeAuthor박진-
dc.description.degreeDoctor-
dc.citation.pages111-
dc.contributor.affiliation공과대학 건설환경공학부-
dc.date.awarded2016-08-
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