Static in-plane shear behaviour of prefabricated wood-wool panel wallettes

The green construction material and technique are the current issue toward improving sustainability in the construction industry in Malaysia. The use of construction material that produced from renewable resources is a part of the effort for greening this industry. WWCP (Wood-wool cement panel) i...

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Main Authors: Md Noh, M. S., Ahmad, Z., Ibrahim, A., Kamarudin, A. F., Mok, S. N.
Format: Conference or Workshop Item
Language:English
Published: 2018
Subjects:
Online Access:http://eprints.uthm.edu.my/7078/1/P9245_1db272f24d3e35c8bf9d7b0e4cab05d7.pdf
http://eprints.uthm.edu.my/7078/
https://doi.org/10.1088/1742-6596/995/1/012069
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spelling my.uthm.eprints.70782022-05-24T02:01:00Z http://eprints.uthm.edu.my/7078/ Static in-plane shear behaviour of prefabricated wood-wool panel wallettes Md Noh, M. S. Ahmad, Z. Ibrahim, A. Kamarudin, A. F. Mok, S. N. T Technology (General) The green construction material and technique are the current issue toward improving sustainability in the construction industry in Malaysia. The use of construction material that produced from renewable resources is a part of the effort for greening this industry. WWCP (Wood-wool cement panel) is a wood based product available to the construction industry to be used as a structural building wall element. This renewable material has the potential to replace the less eco-friendly materials such as bricks and other masonry element. However, the behaviour of wall subjected to the different load conditions is not well established and therefore, this study aimed to investigate the structural behaviour of the small scale wall (wallettes) subjected to in-plane lateral load. As a comparison, two types of fabrication technique of wallettes with dimension of 1200 mm x 1200 mm (± 30 mm) were considered. The conventional vertical stacking technique was denoted as W1 and new propose techniques (cross laminated) was denoted as W2. Three replicates of each type were fabricated and tested under in-plane lateral load until failure. The test results revealed that, the wallettes fabricated using the new fabrication technique significantly increased two times in load carrying capacity compared to wallettes with conventional technique. 2018 Conference or Workshop Item PeerReviewed text en http://eprints.uthm.edu.my/7078/1/P9245_1db272f24d3e35c8bf9d7b0e4cab05d7.pdf Md Noh, M. S. and Ahmad, Z. and Ibrahim, A. and Kamarudin, A. F. and Mok, S. N. (2018) Static in-plane shear behaviour of prefabricated wood-wool panel wallettes. In: ISMAP 2017, October 28, 2017, Batu Pahat, Johor. https://doi.org/10.1088/1742-6596/995/1/012069
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic T Technology (General)
spellingShingle T Technology (General)
Md Noh, M. S.
Ahmad, Z.
Ibrahim, A.
Kamarudin, A. F.
Mok, S. N.
Static in-plane shear behaviour of prefabricated wood-wool panel wallettes
description The green construction material and technique are the current issue toward improving sustainability in the construction industry in Malaysia. The use of construction material that produced from renewable resources is a part of the effort for greening this industry. WWCP (Wood-wool cement panel) is a wood based product available to the construction industry to be used as a structural building wall element. This renewable material has the potential to replace the less eco-friendly materials such as bricks and other masonry element. However, the behaviour of wall subjected to the different load conditions is not well established and therefore, this study aimed to investigate the structural behaviour of the small scale wall (wallettes) subjected to in-plane lateral load. As a comparison, two types of fabrication technique of wallettes with dimension of 1200 mm x 1200 mm (± 30 mm) were considered. The conventional vertical stacking technique was denoted as W1 and new propose techniques (cross laminated) was denoted as W2. Three replicates of each type were fabricated and tested under in-plane lateral load until failure. The test results revealed that, the wallettes fabricated using the new fabrication technique significantly increased two times in load carrying capacity compared to wallettes with conventional technique.
format Conference or Workshop Item
author Md Noh, M. S.
Ahmad, Z.
Ibrahim, A.
Kamarudin, A. F.
Mok, S. N.
author_facet Md Noh, M. S.
Ahmad, Z.
Ibrahim, A.
Kamarudin, A. F.
Mok, S. N.
author_sort Md Noh, M. S.
title Static in-plane shear behaviour of prefabricated wood-wool panel wallettes
title_short Static in-plane shear behaviour of prefabricated wood-wool panel wallettes
title_full Static in-plane shear behaviour of prefabricated wood-wool panel wallettes
title_fullStr Static in-plane shear behaviour of prefabricated wood-wool panel wallettes
title_full_unstemmed Static in-plane shear behaviour of prefabricated wood-wool panel wallettes
title_sort static in-plane shear behaviour of prefabricated wood-wool panel wallettes
publishDate 2018
url http://eprints.uthm.edu.my/7078/1/P9245_1db272f24d3e35c8bf9d7b0e4cab05d7.pdf
http://eprints.uthm.edu.my/7078/
https://doi.org/10.1088/1742-6596/995/1/012069
_version_ 1738581573283872768
score 13.211869