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contributor authorF. Y. Xu
date accessioned2017-05-08T22:06:45Z
date available2017-05-08T22:06:45Z
date copyrightJuly 2015
date issued2015
identifier other28782481.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71591
description abstractA novel system decoupling approach (SDA) that enables three degree-of-freedom (3-DOF) bridge flutter analysis is proposed in this study to simultaneously investigate the relationships between modal parameters and 18 flutter derivatives. Based on the incentive-feedback mechanisms, the aerodynamic coupled system is conveniently decoupled in an iterative solution. Based on the SDA, it is unnecessary to simultaneously calculate all multiple frequencies for determining modal parameters and eventually quantifying critical flutter wind velocity. The efficacy and accuracy of the SDA is verified using a numerical example of thin flat plate. The coupling effects among three DOFs and influence of 18 flutter derivatives on flutter performance are quantified using the newly proposed method. The flutter mechanisms of thin flat plate and bluff deck section of the Akashi Kaikyo Suspension Bridge are numerically examined, and both difference and common grounds for two typical flutter phenomena are summarized. The results by the SDA show good agreement with those by the commonly used complex eigen-value analysis (CEVA). For the Akashi Kaikyo Bridge with bluff deck section, the analytical results of 2-DOF coupled flutter are coincident with the 3-DOF case and the experimental observations. This study provides significant insights into the flutter characteristics of 3-DOF bridges and explores the roles played by various parameters in modifying bridge deck aerodynamics and the evolution of modal coupling with increasing wind velocity. The simplified formulation that only concerns
publisherAmerican Society of Civil Engineers
titleSystem Decoupling Approach for 3-DOF Bridge Flutter Analysis
typeJournal Paper
journal volume141
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001129
treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007
contenttypeFulltext


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