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原文传递 Estimating Earthquake-Induced Displacement Responses of Building Structures Using Time-Varying Model and Limited Acceleration Data
题名: Estimating Earthquake-Induced Displacement Responses of Building Structures Using Time-Varying Model and Limited Acceleration Data
正文语种: eng
作者: Li, Xiaohua;Kurata, Masahiro;Wang, Yu-Hang;Nakashima, Masayoshi
作者单位: Chongqing Univ Sch Civil Engn Chongqing 400044 Peoples R China;Kyoto Univ Disaster Prevent Res Inst Kyoto 6110011 Japan;Chongqing Univ Sch Civil Engn Chongqing 400044 Peoples R China;Kyoto Univ Disaster Prevent Res Inst Kyoto 6110011 Japan
关键词: Displacement estimation;Time-varying model;Structural health monitoring;Nonlinear state estimation;E-Defense test
摘要: This paper presents a time-varying model-based method for estimating earthquake-induced displacement responses of building structures using limited acceleration data. First, a time-varying model which considers the variability of stiffness by a time-variant story local stiffness reduction factor and the variability of damping by formulating the Rayleigh damping model with a time-variant mass coefficient was developed. Then, a displacement estimation algorithm was derived on the basis of the state space representation of the time-varying model and the unscented Kalman filter. The effectiveness of the proposed method is numerically verified through nonlinear responses of a ten-story building model where the hysteretic restoring force is simulated by the Bouc-Wen model. In addition, numerical results indicated that a few sensors with low noise are more desirable for the measurement strategy. Finally, the applicability to realistic seismic monitoring of buildings was investigated through a 1:3-scale 18-story steel frame test at the E-Defense shaking table facility, which tested collapse behavior and realistic damage of high-rise steel buildings constructed in the 1990s in Japan. (C) 2021 American Society of Civil Engineers.
出版年: 2021
期刊名称: Journal of structural engineering
卷: 147
期: 4
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