Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors

Abstract Building damage assessment soon after a seismic event is a highly significant issue. Currently, sensor implementation on all the floors of a building comprising more than a few stories is not practical. This paper proposes a framework for estimating the responses of all the stories of build...

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Main Authors: Kenzo Kodera, Akira Nishitani, Yurina Okihara
Format: Article
Language:English
Published: Wiley 2020-10-01
Series:Japan Architectural Review
Subjects:
Online Access:https://doi.org/10.1002/2475-8876.12155
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author Kenzo Kodera
Akira Nishitani
Yurina Okihara
author_facet Kenzo Kodera
Akira Nishitani
Yurina Okihara
author_sort Kenzo Kodera
collection DOAJ
description Abstract Building damage assessment soon after a seismic event is a highly significant issue. Currently, sensor implementation on all the floors of a building comprising more than a few stories is not practical. This paper proposes a framework for estimating the responses of all the stories of buildings, only using data from a limited number of accelerometers. Based on cubic spline interpolation, the framework is constructed by setting of the boundary conditions at the top and the base of the building. The validity of the framework is demonstrated utilizing the E‐defense shake table test data.
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institution Kabale University
issn 2475-8876
language English
publishDate 2020-10-01
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spelling doaj-art-42f0530b767344428f4d4f93f4ea82272025-08-20T03:28:38ZengWileyJapan Architectural Review2475-88762020-10-013443544410.1002/2475-8876.12155Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floorsKenzo Kodera0Akira Nishitani1Yurina Okihara2Taisei Corporation Tokyo JapanDepartment of Architecture Waseda University Tokyo JapanDepartment of Architecture Waseda University Tokyo JapanAbstract Building damage assessment soon after a seismic event is a highly significant issue. Currently, sensor implementation on all the floors of a building comprising more than a few stories is not practical. This paper proposes a framework for estimating the responses of all the stories of buildings, only using data from a limited number of accelerometers. Based on cubic spline interpolation, the framework is constructed by setting of the boundary conditions at the top and the base of the building. The validity of the framework is demonstrated utilizing the E‐defense shake table test data.https://doi.org/10.1002/2475-8876.12155boundary conditioncubic spline interpolationseismic response estimationstructural health monitoring1/3 scale‐model 18‐story steel building
spellingShingle Kenzo Kodera
Akira Nishitani
Yurina Okihara
Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors
Japan Architectural Review
boundary condition
cubic spline interpolation
seismic response estimation
structural health monitoring
1/3 scale‐model 18‐story steel building
title Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors
title_full Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors
title_fullStr Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors
title_full_unstemmed Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors
title_short Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors
title_sort cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors
topic boundary condition
cubic spline interpolation
seismic response estimation
structural health monitoring
1/3 scale‐model 18‐story steel building
url https://doi.org/10.1002/2475-8876.12155
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AT akiranishitani cubicsplineinterpolationbasedestimationofallstoryseismicresponseswithaccelerationmeasurementatalimitednumberoffloors
AT yurinaokihara cubicsplineinterpolationbasedestimationofallstoryseismicresponseswithaccelerationmeasurementatalimitednumberoffloors