Performance under lateral load of CLT walls produced from native wood species

The use of CLT in the world is developing rapidly, especially due to the many advantages it offers to construction sector and the positive environmental effects like many other wooden materials. In addition, a lateral load resistance system that is effective in earthquake effect can be created in CL...

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Main Authors: Abdullah Uğur Birinci, Hasan Öztürk, Aydın Demir
Format: Article
Language:English
Published: Isparta University of Applied Sciences Faculty of Forestry 2021-09-01
Series:Turkish Journal of Forestry
Subjects:
Online Access:https://dergipark.org.tr/tr/pub/tjf/issue/65195/932889
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author Abdullah Uğur Birinci
Hasan Öztürk
Aydın Demir
author_facet Abdullah Uğur Birinci
Hasan Öztürk
Aydın Demir
author_sort Abdullah Uğur Birinci
collection DOAJ
description The use of CLT in the world is developing rapidly, especially due to the many advantages it offers to construction sector and the positive environmental effects like many other wooden materials. In addition, a lateral load resistance system that is effective in earthquake effect can be created in CLT structures and ductility of the structure can be increased with many small connections. It has been stated in literature that variables such as wood species, gluing type and wall thickness influence the structural behaviour of CLT walls. In this study, it is aimed to determine the horizontal deformation under lateral load of CLT walls produced from native wood species. In addition, the effects of some variables to be used in the production of CLT walls on the horizontal deformation were also revealed. The horizontal deformations of the CLT walls, which were formed by using different wood species (scots pine and spruce), gluing method (surface, surface + edge) and wall thickness (75 - 150 mm), were determined according to ASTM E 72 standard. As a result of the study, it was observed that CLT walls produced from spruce wood gave 8.47% higher deformation values compared to the groups produced with scots pine. However, it was determined that the walls produced with a thickness of 150 mm gave 43.32% higher horizontal deformation values than the CLT wall groups produced as 75 mm. According to the glueing method, it was observed that CLT walls produced as surface + edge gave 3,76% higher horizontal deformation values than those with only edges glued.
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spelling doaj.art-3b630f773e9b449fbfc59191ea505af02023-02-15T16:12:41ZengIsparta University of Applied Sciences Faculty of ForestryTurkish Journal of Forestry2149-38982021-09-0122331832210.18182/tjf.9328891656Performance under lateral load of CLT walls produced from native wood speciesAbdullah Uğur Birinci0Hasan Öztürk1Aydın Demir2KARADENIZ TECHNICAL UNIVERSITY, FACULTY OF FOREST, DEPARTMENT OF FORESTRY INDUSTRIAL ENGINEERINGKARADENİZ TEKNİK ÜNİVERSİTESİ, ARSİN MESLEK YÜKSEKOKULU, MALZEME VE MALZEME İŞLEME TEKNOLOJİLERİ BÖLÜMÜKARADENİZ TEKNİK ÜNİVERSİTESİ, ORMAN FAKÜLTESİ, ORMAN ENDÜSTRİSİ MÜHENDİSLİĞİ BÖLÜMÜThe use of CLT in the world is developing rapidly, especially due to the many advantages it offers to construction sector and the positive environmental effects like many other wooden materials. In addition, a lateral load resistance system that is effective in earthquake effect can be created in CLT structures and ductility of the structure can be increased with many small connections. It has been stated in literature that variables such as wood species, gluing type and wall thickness influence the structural behaviour of CLT walls. In this study, it is aimed to determine the horizontal deformation under lateral load of CLT walls produced from native wood species. In addition, the effects of some variables to be used in the production of CLT walls on the horizontal deformation were also revealed. The horizontal deformations of the CLT walls, which were formed by using different wood species (scots pine and spruce), gluing method (surface, surface + edge) and wall thickness (75 - 150 mm), were determined according to ASTM E 72 standard. As a result of the study, it was observed that CLT walls produced from spruce wood gave 8.47% higher deformation values compared to the groups produced with scots pine. However, it was determined that the walls produced with a thickness of 150 mm gave 43.32% higher horizontal deformation values than the CLT wall groups produced as 75 mm. According to the glueing method, it was observed that CLT walls produced as surface + edge gave 3,76% higher horizontal deformation values than those with only edges glued.https://dergipark.org.tr/tr/pub/tjf/issue/65195/932889clt duvaryatay deformasyonağaç türütutkallama şekliduvar kalınlığıclt wallhorizontal deformationwood speciesgluing typewall thickness
spellingShingle Abdullah Uğur Birinci
Hasan Öztürk
Aydın Demir
Performance under lateral load of CLT walls produced from native wood species
Turkish Journal of Forestry
clt duvar
yatay deformasyon
ağaç türü
tutkallama şekli
duvar kalınlığı
clt wall
horizontal deformation
wood species
gluing type
wall thickness
title Performance under lateral load of CLT walls produced from native wood species
title_full Performance under lateral load of CLT walls produced from native wood species
title_fullStr Performance under lateral load of CLT walls produced from native wood species
title_full_unstemmed Performance under lateral load of CLT walls produced from native wood species
title_short Performance under lateral load of CLT walls produced from native wood species
title_sort performance under lateral load of clt walls produced from native wood species
topic clt duvar
yatay deformasyon
ağaç türü
tutkallama şekli
duvar kalınlığı
clt wall
horizontal deformation
wood species
gluing type
wall thickness
url https://dergipark.org.tr/tr/pub/tjf/issue/65195/932889
work_keys_str_mv AT abdullahugurbirinci performanceunderlateralloadofcltwallsproducedfromnativewoodspecies
AT hasanozturk performanceunderlateralloadofcltwallsproducedfromnativewoodspecies
AT aydındemir performanceunderlateralloadofcltwallsproducedfromnativewoodspecies