Prestressing of modern timber bridges

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dc.contributor.advisorA. Schriver
dc.contributor.advisorB., Schriver
dc.contributor.authorHachey, Daniel A. J.
dc.date.accessioned2023-06-07T18:24:45Z
dc.date.available2023-06-07T18:24:45Z
dc.date.issued1990
dc.description.abstractThe d e t e r i o r a t i o n of highway b r i d g e s due to d e i c e r s is o c c u r r i n g at a f a s t e r r a t e then f i r s t a n t i c i p a t e d. T h i s paper w i l l analyse the advantages of using a p r e s t r e s s e d t i m b e r t r e a t e d b r i d g e to combat such e f f e c t s.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteHachey, Daniel A. J (1990). Prestressing of modern timber bridges . (Engineering Senior Report no. T-1456 1990). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1456 1990 1882/14829
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/31946
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titlePrestressing of modern timber bridges
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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