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Time-domain/ Frequency-domain Dynamic Analysis of Bridge Deck to Turbulent Wind
변동풍속에 대한 교량데크의 시간영역/ 주파수영역 해석기법

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Authors
최길호
Advisor
김호경
Major
공과대학 건설환경공학부
Issue Date
2017-02
Publisher
서울대학교 대학원
Keywords
Time-domain/Frequency-domain analysisTurbulent windBuffeting responseUnsteady aerodynamic forceFlutter derivativesAerodynamic admittance functionCausality conditionBridge deck
Description
학위논문 (석사)-- 서울대학교 대학원 : 건설환경공학부, 2017. 2. 김호경.
Abstract
ABSTRACT

Time-domain/frequency-domain dynamic analyses are performed for predicting the buffeting response of a bridge deck to turbulent wind. Rational Function Approximation (RFA), Fourier Series Approach (FSA), and Unified Approach are utilized to define self-excited forces in time-domain. The three different methodologies approximate the aerodynamic transfer functions between self-excited forces and responses of a bridge deck to eliminate frequency-dependent characteristics and satisfy causality condition.
Aerodynamic admittance function without phase lag is considered to define buffeting force. General multi-mode analysis is conducted for frequency-domain analysis.
Aforementioned dynamic analyses are applied to theoretical thin plate section with several incoming wind fluctuations. The predicted time histories of displacement and acceleration are nearly coincident among the three different approximation methods in time-domain. With respect to root mean square and peak value of the responses, the results of time-domain analysis and frequency-domain analysis are also almost identical.
Application of the previously mentioned dynamic analyses to bluff section and comparison between the responses of numerical analysis and wind tunnel experiment will be addressed in a future publication.
Language
English
URI
https://hdl.handle.net/10371/124355
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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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