Strength and energy dissipation of timber shear walls subjected to arbitrary deformation history study on fatigue behavior of timber structures subjected to repeated earthquake motions: Part 1

Abstract Repeated cyclic loading is thought to decrease the force and deformation capacity of timber shear walls due to the fatigue behavior. This study evaluates the strength and energy dissipation of two typical timber shear walls subjected to various deformation histories to develop a response sp...

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Main Authors: Yoshihiro Yamazaki, Kengo Kanda, Hiroyasu Sakata
Format: Article
Language:English
Published: Wiley 2020-10-01
Series:Japan Architectural Review
Subjects:
Online Access:https://doi.org/10.1002/2475-8876.12178
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author Yoshihiro Yamazaki
Kengo Kanda
Hiroyasu Sakata
author_facet Yoshihiro Yamazaki
Kengo Kanda
Hiroyasu Sakata
author_sort Yoshihiro Yamazaki
collection DOAJ
description Abstract Repeated cyclic loading is thought to decrease the force and deformation capacity of timber shear walls due to the fatigue behavior. This study evaluates the strength and energy dissipation of two typical timber shear walls subjected to various deformation histories to develop a response spectrum method considering the fatigue behavior. Static loading tests and shaking table tests were conducted to observe the performance deterioration. Finally, evaluation formulae for strength and equivalent damping ratio were proposed. The formulae could predict the test results with acceptable accuracy.
format Article
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institution Kabale University
issn 2475-8876
language English
publishDate 2020-10-01
publisher Wiley
record_format Article
series Japan Architectural Review
spelling doaj-art-56f37b0a8b9e498ebd97b058360077732025-08-20T03:28:38ZengWileyJapan Architectural Review2475-88762020-10-013451852810.1002/2475-8876.12178Strength and energy dissipation of timber shear walls subjected to arbitrary deformation history study on fatigue behavior of timber structures subjected to repeated earthquake motions: Part 1Yoshihiro Yamazaki0Kengo Kanda1Hiroyasu Sakata2Building Research Institute Tsukuba Ibaraki JapanUrban Renaissance Agency Shinjuku‐ku Tokyo JapanDepartment of Architecture and Building Engineering Tokyo Institute of Technology Meguro‐Ku Tokyo JapanAbstract Repeated cyclic loading is thought to decrease the force and deformation capacity of timber shear walls due to the fatigue behavior. This study evaluates the strength and energy dissipation of two typical timber shear walls subjected to various deformation histories to develop a response spectrum method considering the fatigue behavior. Static loading tests and shaking table tests were conducted to observe the performance deterioration. Finally, evaluation formulae for strength and equivalent damping ratio were proposed. The formulae could predict the test results with acceptable accuracy.https://doi.org/10.1002/2475-8876.12178accumulated damageperformance deteriorationplywood sheathing wallrepeated earthquaketimber brace wall
spellingShingle Yoshihiro Yamazaki
Kengo Kanda
Hiroyasu Sakata
Strength and energy dissipation of timber shear walls subjected to arbitrary deformation history study on fatigue behavior of timber structures subjected to repeated earthquake motions: Part 1
Japan Architectural Review
accumulated damage
performance deterioration
plywood sheathing wall
repeated earthquake
timber brace wall
title Strength and energy dissipation of timber shear walls subjected to arbitrary deformation history study on fatigue behavior of timber structures subjected to repeated earthquake motions: Part 1
title_full Strength and energy dissipation of timber shear walls subjected to arbitrary deformation history study on fatigue behavior of timber structures subjected to repeated earthquake motions: Part 1
title_fullStr Strength and energy dissipation of timber shear walls subjected to arbitrary deformation history study on fatigue behavior of timber structures subjected to repeated earthquake motions: Part 1
title_full_unstemmed Strength and energy dissipation of timber shear walls subjected to arbitrary deformation history study on fatigue behavior of timber structures subjected to repeated earthquake motions: Part 1
title_short Strength and energy dissipation of timber shear walls subjected to arbitrary deformation history study on fatigue behavior of timber structures subjected to repeated earthquake motions: Part 1
title_sort strength and energy dissipation of timber shear walls subjected to arbitrary deformation history study on fatigue behavior of timber structures subjected to repeated earthquake motions part 1
topic accumulated damage
performance deterioration
plywood sheathing wall
repeated earthquake
timber brace wall
url https://doi.org/10.1002/2475-8876.12178
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AT kengokanda strengthandenergydissipationoftimbershearwallssubjectedtoarbitrarydeformationhistorystudyonfatiguebehavioroftimberstructuressubjectedtorepeatedearthquakemotionspart1
AT hiroyasusakata strengthandenergydissipationoftimbershearwallssubjectedtoarbitrarydeformationhistorystudyonfatiguebehavioroftimberstructuressubjectedtorepeatedearthquakemotionspart1