Dynamic response of nail laminated vs steel tensioned wooden bridge decks

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dc.contributor.advisorSchriver, A.
dc.contributor.advisorSchriver, Prfessor
dc.contributor.authorMullin, Dean
dc.date.accessioned2023-06-07T20:31:00Z
dc.date.available2023-06-07T20:31:00Z
dc.date.issued1991
dc.description.abstractTwo types of laminated wooden bridge decks were loaded dynamically and evaluated based on shear transfer capability and overall deflection. Dynamic theory and cost were used to develop a criterion for engineers to choose one type over another for given design needs. Of the two types, the steel tensioned type was found preferrable.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteMullin, Dean (1991). Dynamic response of nail laminated vs steel tensioned wooden bridge decks . (Engineering Senior Report no. T-1516 1991). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1516 1991 1882/16305
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/34276
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleDynamic response of nail laminated vs steel tensioned wooden bridge decks
dc.typesenior report
thesis.degree.disciplineCivil Engineering
thesis.degree.fullnameBachelor of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelundergraduate
thesis.degree.nameB.Sc.E.

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