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Wind Load and Structural Response Assessment of High-Rise Building Using Computational Fluid Dynamics : 전산유체역학을 이용한 초고층 건물의 풍하중과 풍응답 산정에 관한 연구

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dc.contributor.advisor강현구-
dc.contributor.author이한솔-
dc.date.accessioned2023-06-29T01:49:14Z-
dc.date.available2023-06-29T01:49:14Z-
dc.date.issued2023-
dc.identifier.other000000176813-
dc.identifier.urihttps://hdl.handle.net/10371/193057-
dc.identifier.urihttps://dcollection.snu.ac.kr/common/orgView/000000176813ko_KR
dc.description학위논문(석사) -- 서울대학교대학원 : 공과대학 건축학과, 2023. 2. 강현구.-
dc.description.abstractComputational fluid dynamics (CFD) is a strong tool to simulate the wind flow around the building. Due to the improvement of computer performance and CFD models, efficiency of CFD in the usage of building design has increased.
In this study, assessment of wind load using the CFD simulation on high-rise building was carried out. Simulated wind pressure field was compared with the wind tunnel test result, using spectral analysis and modal analysis to verify if CFD successfully simulates the aerodynamic characteristic of wind flow around the building. A case study of the time history analysis of high-rise building was conducted using obtained wind loads from CFD and wind tunnel tests. Design wind load was evaluated from the peak response using both wind tunnel test and CFD, and result was compared with design wind load in the current design code. Then, potential of CFD as the revising tool for wind tunnel test with a lack of pressure taps was discussed. To check if the integration of fluctuating wind pressure obtained by CFD shows the same trends with wind tunnel test result, its characteristic was discussed in terms of correlation and integrated power spectrum. Finally, effects of different selection of wind pressure taps on the wind load assessment were discussed using both results from wind tunnel tests and CFD
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dc.description.abstract전산유체역학(CFD)은 건물 주변의 바람 흐름을 계산하고 건물에 작용하는 풍하중을 계산할 수 있는 강력한 도구이다. 최근 컴퓨터 성능과 전산유체역학 모델의 발전에 따라 초고층 건물 설계에 활용 가능성이 증가하였으나, 아직 그 정확도에 대한 검증이 부족하고 풍하중 산정에 활용하기 위한 연구가 부족하여 활용이 미미한 상황이다. 이 연구에서는 초고층 건물에 대한 CFD 해석을 통해 건물에 작용하는 풍하중을 구한 후 풍동실험과 그 결과를 비교하였다. 얻어낸 풍하중의 시간데이터로부터 건물의 풍응답을 해석하였고, 이로부터 피크 응답과 설계풍하중을 구한 후 그 값을 비교하였다. 분석 결과, 풍하중의 특성은 CFD 해석을 통해 도출할 수 있었으나, 정확한 풍하중의 산출에 있어서는 건물 모서리에서의 와류 방출 해석의 불안정성 등 아직 해결해야 할 부분이 있는 것으로 드러났다. 추가적으로, 풍압실험의 데이터 보완을 위한 CFD의 활용 가능성을 분석하였다. 풍하중이 풍압에서 적분되는 과정에서 발생하는 특성을 상관계수와 스펙트럼 분석으로 접근하였고, 데이터 수집 시 풍압을 얻어내는 지점의 위치와 개수에 의한 영향을 분석하였다. 이를 통해 풍압공의 개수가 제한되어 있는 풍압실험의 정확도를 CFD 해석을 활용하여 향상시킬 수 있는 것으로 나타났다.-
dc.description.tableofcontentsChapter 1. Introduction 9
1.1 Motivation of research 9
1.2 Scope and objective 11
1.3 Organization 11
Chapter 2. Background and Literature Review 12
2.1 Open-access wind tunnel test 12
2.2 Computational fluid dynamics 14
2.2.1 Governing equation and turbulence model 14
2.2.2 Application of CFD in wind design 16
2.3 Assessment of peak wind load and response 18
Chapter 3. CFD Simulation on the Building 19
3.1 Simulation setup 19
3.1.1 Simulation setup and computational domain 19
3.1.2 Inlet wind specification 22
3.2 Wind pressure field comparison 24
3.2.1 Comparison of wind pressure 24
3.2.2 Comparison of integrated wind load 31
3.3 Spectral analysis of wind load 35
3.4 Modal comparison of wind pressure field 39
3.4.1 Proper orthogonal decomposition (POD) 39
3.4.2 Dynamic mode decomposition (DMD) 44
3.5 Discussion 47
Chapter 4. Peak Wind Load and Response Assessment Using CFD 48
4.1 Analysis building model 48
4.1.1 Structural Property 48
4.1.2 Modal analysis 51
4.2 Comparison of building response 52
4.3 Design wind load assessment 55
4.3.1 Peak wind load assessment with Davenport peak factor 55
4.3.2 Non-Gaussian distribution peak 58
4.4 Discussion 65
Chapter 5. Effect of Pressure Tap on Wind Load Assessment 66
5.1 Characteristic of integrated wind load 67
5.1.1 Correlation between floor load 67
5.1.2 Spectral characteristic of wind pressure integration 71
5.2 Integrated wind load with various pressure tap selection 79
5.2.1 Pressure tap selection 79
5.2.2 Error on the integrated base overturning moment 80
5.3 Discussion 84
Chapter 6. Conclusion 85
References 87
국 문 초 록 91
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dc.format.extentviii,92-
dc.language.isoeng-
dc.publisher서울대학교 대학원-
dc.subject전산유체역학-
dc.subject풍하중 산정-
dc.subject초고층-
dc.subject.ddc690-
dc.titleWind Load and Structural Response Assessment of High-Rise Building Using Computational Fluid Dynamics-
dc.title.alternative전산유체역학을 이용한 초고층 건물의 풍하중과 풍응답 산정에 관한 연구-
dc.typeThesis-
dc.typeDissertation-
dc.contributor.AlternativeAuthorLee, Han Sol-
dc.contributor.department공과대학 건축학과-
dc.description.degree석사-
dc.date.awarded2023-02-
dc.identifier.uciI804:11032-000000176813-
dc.identifier.holdings000000000049▲000000000056▲000000176813▲-
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