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原文传递 Envelope Random Decrement Technique for Identification of Nonlinear Damping of Tall Buildings
题名: Envelope Random Decrement Technique for Identification of Nonlinear Damping of Tall Buildings
其他题名: An,Y.,Quan,Y.,and Gu,M.(2012)."Field measurement of wind characteristics of Typhoon Muifa on the Shanghai World Financial Center."Int.J.Distrib.Sens.Netw.,2012,1–11.
正文语种: 英文
作者: Zifeng Huang
关键词: Amplitude-dependent nonlinear damping ratio;Tall building;Envelope random decrement technique;Numerical simulation;Structural identification
摘要: To accurately identify the nonlinear damping ratio of tall buildings, the authors propose an envelope random decrement technique (RDT). To verify the accuracy of the envelope RDT for the evaluation of amplitude-dependent nonlinear damping ratio, an iterative computing method, which can accurately work out the response of structures whose parameters depend on the response amplitude in any form, is also proposed. Then, using three different damping models in the numerical simulations, of which the response is calculated by the proposed iterative computing method, the applicabilities of traditional RDT, RDT ranked by peak amplitude, and the envelope RDT presented in this paper for the evaluation of amplitude-dependent nonlinear damping ratio are analyzed and compared. Results indicate that envelope RDT is better than the other two methods for the evaluation of amplitude-dependent nonlinear damping ratio. Finally, the envelope RDT is applied to identify the damping ratios of the Shanghai World Financial Center.
出版年: 2016
论文唯一标识: P-26Y2016V142N11016
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0001582
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 142
期: 11
页码: 163-174
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