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 |