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Structural performance of glulam

dc.contributor.authorAbd-Latiff, Azmi
dc.date.accessioned2012-01-19T22:50:57Z
dc.date.accessioned2022-10-31T23:30:37Z
dc.date.available2012-01-19T22:50:57Z
dc.date.available2022-10-31T23:30:37Z
dc.date.copyright1989
dc.date.issued1989
dc.description.abstractThe 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.formatpdfen_NZ
dc.identifier.urihttps://ir.wgtn.ac.nz/handle/123456789/27321
dc.languageen_NZ
dc.language.isoen_NZ
dc.publisherTe Herenga Waka—Victoria University of Wellingtonen_NZ
dc.subjectLaminated wood testing
dc.subjectArchitecture
dc.titleStructural performance of glulamen_NZ
dc.typeTexten_NZ
thesis.degree.disciplineArchitectureen_NZ
thesis.degree.grantorTe Herenga Waka—Victoria University of Wellingtonen_NZ
thesis.degree.levelMastersen_NZ
thesis.degree.nameBachelor of Architectureen_NZ
vuwschema.contributor.unitSchool of Architectureen_NZ
vuwschema.type.vuwAwarded Research Masters Thesisen_NZ

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