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不同台风下高层建筑气动阻尼比综合对比分析

Comprehensive comparison analysis for aerodynamic damping ratio of a tall building under different typhoons

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【作者】 张传雄李正农史文海潘月月王澈泉王艳茹

【Author】 ZHANG Chuanxiong;LI Zhengnong;SHI Wenhai;PAN Yueyue;WANG Chequan;WANG Yanru;Oujiang College,Wenzhou University;College of Civil Engineering,Hunan University;College of Architecture and Civil Engineering,Wenzhou University;

【通讯作者】 李正农;

【机构】 温州大学瓯江学院建工学院湖南大学土木工程学院温州大学建筑工程学院

【摘要】 基于浙江温州市区某方形高层建筑在不同台风下原型实测数据,应用单输入多输出的ERA-NExT理论方法,对影响气动阻尼比的诸多因素进行综合对比分析研究。结果表明:随着平均风速的增加,速度、加速度均方根也沿着幂函数增加;在小折减风速范围内(小于1. 0),气动阻尼比与折减风速、加速度(速度)均方根与幅值比值的关系也不是纯粹单调的,而是分区间增减变化,虽然四个台风的区间范围稍有不同,但变化规律却比较相似,而且其曲线数值大小的排列与风向角大小具相关性; X,Y向气动阻尼比与结构加速度功率谱幅值的关系具有相似规律。

【Abstract】 Based on the actual measured data of a certain square high-rise building in Wenzhou,Zhejiang Province under different typhoons,multiple factors affecting the building’s aerodynamic damping ratio were comprehensively and contrastively analyzed using the SIMO ERA-NExT theoretical method. The results showed that with increase in the mean wind velocity,RMSs of the building’s vibration velocity and acceleration increase along a power function curve; within a small reduced wind speed range( < 1. 0),changes of the building’s aerodynamic damping ratio versus reduced wind velocity,and RMSs of structural vibration velocity and acceleration are not pure monotonous but piecewise; the change laws of the aerodynamic damping ratio under four typhoons are similar,the numerical value arrangement of their curves is related to the wind direction angle; the relation between the structural vibration acceleration power spectral amplitude and the aerodynamic damping ratio in X direction and that in Y direction have a similar law.

【基金】 浙江省自然科学基金(LY12E08010);国家自然科学基金(51678455;51478366;51508419)
  • 【文献出处】 振动与冲击 ,Journal of Vibration and Shock , 编辑部邮箱 ,2018年21期
  • 【分类号】TU973.213
  • 【被引频次】2
  • 【下载频次】207
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