Modal–Physical Hybrid System Identification of High-rise Building via Subspace and Inverse-Mode Methods

A system identification (SI) problem of high-rise buildings is investigated under restricted data environments. The shear and bending stiffnesses of a shear-bending model (SB model) representing the high-rise buildings are identified via the smart combination of the subspace and inverse-mode methods...

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Main Authors: Kohei Fujita, Yuhei Fujimori, Izuru Takewaki
Format: Article
Language:English
Published: Frontiers Media S.A. 2017-08-01
Series:Frontiers in Built Environment
Subjects:
Online Access:http://journal.frontiersin.org/article/10.3389/fbuil.2017.00051/full
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spelling doaj-17de9ee362514f24a11920722a5a9cff2020-11-24T23:52:29ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622017-08-01310.3389/fbuil.2017.00051283240Modal–Physical Hybrid System Identification of High-rise Building via Subspace and Inverse-Mode MethodsKohei Fujita0Yuhei Fujimori1Izuru Takewaki2Department of Architecture and Architectural Engineering, Graduate School of Engineering, Kyoto University, Kyoto, JapanDepartment of Architecture and Architectural Engineering, Graduate School of Engineering, Kyoto University, Kyoto, JapanDepartment of Architecture and Architectural Engineering, Graduate School of Engineering, Kyoto University, Kyoto, JapanA system identification (SI) problem of high-rise buildings is investigated under restricted data environments. The shear and bending stiffnesses of a shear-bending model (SB model) representing the high-rise buildings are identified via the smart combination of the subspace and inverse-mode methods. Since the shear and bending stiffnesses of the SB model can be identified in the inverse-mode method by using the lowest mode of horizontal displacements and floor rotation angles, the lowest mode of the objective building is identified first by using the subspace method. Identification of the lowest mode is performed by using the amplitude of transfer functions derived in the subspace method. Considering the resolution in measuring the floor rotation angles in lower stories, floor rotation angles in most stories are predicted from the floor rotation angle at the top floor. An empirical equation of floor rotation angles is proposed by investigating those for various building models. From the viewpoint of application of the present SI method to practical situations, a non-simultaneous measurement system is also proposed. In order to investigate the reliability and accuracy of the proposed SI method, a 10-story building frame subjected to micro-tremor is examined.http://journal.frontiersin.org/article/10.3389/fbuil.2017.00051/fullsystem identificationsubspace methodinverse-mode methodshear-bending modelhigh-rise building
collection DOAJ
language English
format Article
sources DOAJ
author Kohei Fujita
Yuhei Fujimori
Izuru Takewaki
spellingShingle Kohei Fujita
Yuhei Fujimori
Izuru Takewaki
Modal–Physical Hybrid System Identification of High-rise Building via Subspace and Inverse-Mode Methods
Frontiers in Built Environment
system identification
subspace method
inverse-mode method
shear-bending model
high-rise building
author_facet Kohei Fujita
Yuhei Fujimori
Izuru Takewaki
author_sort Kohei Fujita
title Modal–Physical Hybrid System Identification of High-rise Building via Subspace and Inverse-Mode Methods
title_short Modal–Physical Hybrid System Identification of High-rise Building via Subspace and Inverse-Mode Methods
title_full Modal–Physical Hybrid System Identification of High-rise Building via Subspace and Inverse-Mode Methods
title_fullStr Modal–Physical Hybrid System Identification of High-rise Building via Subspace and Inverse-Mode Methods
title_full_unstemmed Modal–Physical Hybrid System Identification of High-rise Building via Subspace and Inverse-Mode Methods
title_sort modal–physical hybrid system identification of high-rise building via subspace and inverse-mode methods
publisher Frontiers Media S.A.
series Frontiers in Built Environment
issn 2297-3362
publishDate 2017-08-01
description A system identification (SI) problem of high-rise buildings is investigated under restricted data environments. The shear and bending stiffnesses of a shear-bending model (SB model) representing the high-rise buildings are identified via the smart combination of the subspace and inverse-mode methods. Since the shear and bending stiffnesses of the SB model can be identified in the inverse-mode method by using the lowest mode of horizontal displacements and floor rotation angles, the lowest mode of the objective building is identified first by using the subspace method. Identification of the lowest mode is performed by using the amplitude of transfer functions derived in the subspace method. Considering the resolution in measuring the floor rotation angles in lower stories, floor rotation angles in most stories are predicted from the floor rotation angle at the top floor. An empirical equation of floor rotation angles is proposed by investigating those for various building models. From the viewpoint of application of the present SI method to practical situations, a non-simultaneous measurement system is also proposed. In order to investigate the reliability and accuracy of the proposed SI method, a 10-story building frame subjected to micro-tremor is examined.
topic system identification
subspace method
inverse-mode method
shear-bending model
high-rise building
url http://journal.frontiersin.org/article/10.3389/fbuil.2017.00051/full
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AT izurutakewaki modalphysicalhybridsystemidentificationofhighrisebuildingviasubspaceandinversemodemethods
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