Evaluation of dynamic characteristics of high-rise buildings using system identification techniques

Among many estimation methods of modal parameters of structures, system identification methods in the time domain have recently been spotlighted. System identification methods in the time domain have advantages over the methods in the frequency domain in such cases where the modal parameters are cha...

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Veröffentlicht in:Journal of wind engineering and industrial aerodynamics 1996-03, Vol.59 (2), p.299-307
Hauptverfasser: Saito, Tomoo, Yokota, Haruhiko
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Yokota, Haruhiko
description Among many estimation methods of modal parameters of structures, system identification methods in the time domain have recently been spotlighted. System identification methods in the time domain have advantages over the methods in the frequency domain in such cases where the modal parameters are changed during the records or where the length of the record is very short. In this paper, dynamic characteristics, including natural frequencies and damping ratios, of twin high-rise buildings are estimated by applying time domain system identification methods to the records of their earthquake responses.
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source ScienceDirect Journals (5 years ago - present)
subjects ARMAX model (autoregressive moving average model with exogenous variable)
Damping
Damping ratio
Dynamic response
Earthquake resistance
Earthquake response
High-rise building
Mathematical models
Natural frequencies
Natural frequency
Parameter estimation
Regression analysis
Structural analysis
System identification technique
Time domain analysis
title Evaluation of dynamic characteristics of high-rise buildings using system identification techniques
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