A new method for evaluating the real‐time residual seismic capacity of existing structures using accelerometers: Structures with multiple degrees of freedom

Abstract This paper presents a new method that involves the use of a double integral with a wavelet transform for computing the capacity curve of a system with multiple degrees of freedom. The displacement response of a building is derived from measurements of its acceleration, thus facilitating the...

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Main Authors:	Koichi Kusunoki, Daiki Hinata, Yuuki Hattori, Akira Tasai
Format:	Article
Language:	English
Published:	Wiley 2018-01-01
Series:	Japan Architectural Review
Subjects:	acceleration capacity curve demand curve residual seismic capacity wavelet transform
Online Access:	https://doi.org/10.1002/2475-8876.1010

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record_format	Article
spelling	doaj-7348c4f9e30f42e8ba9f87a569c991152021-05-02T16:32:27ZengWileyJapan Architectural Review2475-88762018-01-0111778610.1002/2475-8876.1010A new method for evaluating the real‐time residual seismic capacity of existing structures using accelerometers: Structures with multiple degrees of freedomKoichi Kusunoki0Daiki Hinata1Yuuki Hattori2Akira Tasai3Earthquake Research Institute The University of Tokyo Tokyo JapanBuilding Structures Group Kajima Technical Research Institute Tokyo JapanStructural Design Department Shimizu Corporation Tokyo JapanDepartment of Architecture and Building Science Faculty of Urban Innovation Yokohama National University Yokohama JapanAbstract This paper presents a new method that involves the use of a double integral with a wavelet transform for computing the capacity curve of a system with multiple degrees of freedom. The displacement response of a building is derived from measurements of its acceleration, thus facilitating the assessment of the damage to the building as soon as possible after an earthquake. The validity of the method is assessed against existing shaking‐table results for a reinforced concrete structure.https://doi.org/10.1002/2475-8876.1010accelerationcapacity curvedemand curveresidual seismic capacitywavelet transform
collection	DOAJ
language	English
format	Article
sources	DOAJ
author	Koichi Kusunoki Daiki Hinata Yuuki Hattori Akira Tasai
spellingShingle	Koichi Kusunoki Daiki Hinata Yuuki Hattori Akira Tasai A new method for evaluating the real‐time residual seismic capacity of existing structures using accelerometers: Structures with multiple degrees of freedom Japan Architectural Review acceleration capacity curve demand curve residual seismic capacity wavelet transform
author_facet	Koichi Kusunoki Daiki Hinata Yuuki Hattori Akira Tasai
author_sort	Koichi Kusunoki
title	A new method for evaluating the real‐time residual seismic capacity of existing structures using accelerometers: Structures with multiple degrees of freedom
title_short	A new method for evaluating the real‐time residual seismic capacity of existing structures using accelerometers: Structures with multiple degrees of freedom
title_full	A new method for evaluating the real‐time residual seismic capacity of existing structures using accelerometers: Structures with multiple degrees of freedom
title_fullStr	A new method for evaluating the real‐time residual seismic capacity of existing structures using accelerometers: Structures with multiple degrees of freedom
title_full_unstemmed	A new method for evaluating the real‐time residual seismic capacity of existing structures using accelerometers: Structures with multiple degrees of freedom
title_sort	new method for evaluating the real‐time residual seismic capacity of existing structures using accelerometers: structures with multiple degrees of freedom
publisher	Wiley
series	Japan Architectural Review
issn	2475-8876
publishDate	2018-01-01
description	Abstract This paper presents a new method that involves the use of a double integral with a wavelet transform for computing the capacity curve of a system with multiple degrees of freedom. The displacement response of a building is derived from measurements of its acceleration, thus facilitating the assessment of the damage to the building as soon as possible after an earthquake. The validity of the method is assessed against existing shaking‐table results for a reinforced concrete structure.
topic	acceleration capacity curve demand curve residual seismic capacity wavelet transform
url	https://doi.org/10.1002/2475-8876.1010
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A new method for evaluating the real‐time residual seismic capacity of existing structures using accelerometers: Structures with multiple degrees of freedom

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