Predicted aerodynamic damping of slender single beam structures in across-wind vibrations

作     者：Cung Huy Nguyen Dinh Tung Nguyen Cung Huy Nguyen;Dinh Tung Nguyen

作者机构：Department of Civil EngineeringIndustrial University of Ho Chi Minh CityHo Chi Minh City 700000Vietnam Department of Civil EngineeringUniversity of NottinghamNottingham NG72RDUK 

出 版 物：《Acta Mechanica Sinica》 (力学学报（英文版）)

年 卷 期：2020年第36卷第5期

页      面：990-998,I0001页

核心收录：

学科分类：08[工学] 0802[工学-机械工程] 0701[理学-数学] 0801[工学-力学（可授工学、理学学位）] 0702[理学-物理学] 080102[工学-固体力学] 

基　　金：National Founulation fow 3eience anl Teclulogy Development(NAFOXTED)(Grant 107.04-2017.321) 

主　　题：Aerodynamic damping Across-wind Slender structure-Galloping Tall building 

摘      要：The paper presents a generalization of the conventional analytical approach where the quasisteady theory is utilised to evalu-ate the across-wind aerodynamic damping of slender single beam *** generalized theory considers the variation of structural and aerodynamic parameters along the structural height,together with the nature of the vertical wind profile and mode ***-form solutions for typical uniform and tapered tall buildings are given.A numerical application on a prototype tall building shows that the conventional method may be oversimplified,which results in incorrect predictions of the aerodynamic damping.