Structural Applications of Malaysian Bamboos

This experimental study to determine the structural applications of Malaysian bamboo is divided into three main parts namely a study on the physical and mechanical properties of three selected species of Malaysian bamboo, testing of four types of bamboo connectors, and testing of two mono-pitch...

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Main Author: Yap, Chee Lin
Format: Thesis
Language:English
Published: 1987
Subjects:
Online Access:http://psasir.upm.edu.my/id/eprint/9864/1/FK_1987_1_A.pdf
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id my-upm-ir.9864
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spelling my-upm-ir.98642015-05-22T06:14:26Z Structural Applications of Malaysian Bamboos 1987 Yap, Chee Lin This experimental study to determine the structural applications of Malaysian bamboo is divided into three main parts namely a study on the physical and mechanical properties of three selected species of Malaysian bamboo, testing of four types of bamboo connectors, and testing of two mono-pitch trusses. It was found that the physical and mechanical properties of Malaysian bamboo tested are similar to those of light hardwood. Based on the strength properties obtained, it can be concluded that the bamboo species selected are suitable for use in construction. For the species tested, the Gigantochloa levis species was found to be the strongest, followed by the Dendrocalamus asper and Bambusa blumeana species. Of the four bamboo connectors tested, it was found that the boltedplywood bamboo connector showed better strength results. The other types of bamboo connectors tested suffered considerable slip at the joints. It was also found that the mono-pitch bamboo truss is of sufficient strength to be utilised for home construction. A spacing of up to two metres could be used if the trusses are to carry a corrugated asbestos roof over a span of 4.5 metres. Bamboo Construction - Malaysia 1987 Thesis http://psasir.upm.edu.my/id/eprint/9864/ http://psasir.upm.edu.my/id/eprint/9864/1/FK_1987_1_A.pdf application/pdf en public masters Universiti Pertanian Malaysia Bamboo Construction - Malaysia Faculty of Engineering
institution Universiti Putra Malaysia
collection PSAS Institutional Repository
language English
topic Bamboo Construction - Malaysia


spellingShingle Bamboo Construction - Malaysia


Yap, Chee Lin
Structural Applications of Malaysian Bamboos
description This experimental study to determine the structural applications of Malaysian bamboo is divided into three main parts namely a study on the physical and mechanical properties of three selected species of Malaysian bamboo, testing of four types of bamboo connectors, and testing of two mono-pitch trusses. It was found that the physical and mechanical properties of Malaysian bamboo tested are similar to those of light hardwood. Based on the strength properties obtained, it can be concluded that the bamboo species selected are suitable for use in construction. For the species tested, the Gigantochloa levis species was found to be the strongest, followed by the Dendrocalamus asper and Bambusa blumeana species. Of the four bamboo connectors tested, it was found that the boltedplywood bamboo connector showed better strength results. The other types of bamboo connectors tested suffered considerable slip at the joints. It was also found that the mono-pitch bamboo truss is of sufficient strength to be utilised for home construction. A spacing of up to two metres could be used if the trusses are to carry a corrugated asbestos roof over a span of 4.5 metres.
format Thesis
qualification_level Master's degree
author Yap, Chee Lin
author_facet Yap, Chee Lin
author_sort Yap, Chee Lin
title Structural Applications of Malaysian Bamboos
title_short Structural Applications of Malaysian Bamboos
title_full Structural Applications of Malaysian Bamboos
title_fullStr Structural Applications of Malaysian Bamboos
title_full_unstemmed Structural Applications of Malaysian Bamboos
title_sort structural applications of malaysian bamboos
granting_institution Universiti Pertanian Malaysia
granting_department Faculty of Engineering
publishDate 1987
url http://psasir.upm.edu.my/id/eprint/9864/1/FK_1987_1_A.pdf
_version_ 1747811009713668096