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Structural performance of glulam

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dc.contributor.author Abd-Latiff, Azmi
dc.date.accessioned 2012-01-19T22:50:57Z
dc.date.accessioned 2022-10-31T23:30:37Z
dc.date.available 2012-01-19T22:50:57Z
dc.date.available 2022-10-31T23:30:37Z
dc.date.copyright 1989
dc.date.issued 1989
dc.identifier.uri https://ir.wgtn.ac.nz/handle/123456789/27321
dc.description.abstract The development of glulam has indeed started many centuries ago. Today, it can be used confidently by designers for various types of applications. This opportunity can be attributed to the development of modern technology which refines the fabrication technique as well as the materials which are used in glulam. However, there are still some factors which if not recognised and accepted, may deny the full potential of glulam. The fabrication process to a certain extent dictates its strengths and weaknesses. These properties must be responded to in designing a glulam structure, especially with respect to its joints where load concentration occurs. Similarly, the development of glulam as a structural material should evolve around using its strongest properties and accepting its weaknesses. en_NZ
dc.format pdf en_NZ
dc.language en_NZ
dc.language.iso en_NZ
dc.publisher Te Herenga Waka—Victoria University of Wellington en_NZ
dc.title Structural performance of glulam en_NZ
dc.type Text en_NZ
vuwschema.type.vuw Awarded Research Masters Thesis en_NZ
thesis.degree.discipline Architecture en_NZ
thesis.degree.grantor Te Herenga Waka—Victoria University of Wellington en_NZ
thesis.degree.level Masters en_NZ


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