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dc.creatorSmith, P. C.
dc.creatorDowrick, D. J.
dc.creatorDean, J. A.
dc.date1986-06-30
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/842
dc.identifier10.5459/bnzsee.19.2.135-142
dc.descriptionThis paper discusses the principles of horizontal timber diaphragm behaviour under in-plane loading, gives guidance on analysis, design and details, and reviews relevant research. Plywood, particle board and solid timber boarding are all relevant sheathing materials for wind and earthquake resistance, provided that appropriate stiffness is provided and the design provisions ensure that brittle failure modes are suppressed.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherNew Zealand Society for Earthquake Engineeringen-US
dc.relationhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/842/817
dc.rightsCopyright (c) 1986 P. C. Smith, D. J. Dowrick, J. A. Deanen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 19 No 2 (1986); 135-142en-US
dc.source2324-1543
dc.source1174-9857
dc.titleHorizontal timber diaphragms for wind and earthquake resistanceen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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