Mullin, Dean2023-06-072023-06-071991https://unbscholar.lib.unb.ca/handle/1882/34276Two 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.electronicen-CAhttp://purl.org/coar/access_right/c_16ecsenior reportSchriver, A.Schriver, PrfessorCivil Engineering