Frame idealization for perforated masonry walls

Simple item page
dc.contributor.advisorDawe, John
dc.contributor.advisorL., Dawe
dc.contributor.authorMcLeish, Kristin
dc.date.accessioned2023-06-07T18:13:15Z
dc.date.available2023-06-07T18:13:15Z
dc.date.issued1991
dc.description.abstractThis report discusses the use of plane frame idealizations for the analysis of perforated shear walls. The relationships between the perforated masonry walls and the equivalent frames that simulate them are examined. T h e method is proven accurate for different wall shapes by comparing the results with those obtained from finite element analyses. T h e advantages of the method over the finite element method are discussed.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteMcLeish, Kristin (1991). Frame idealization for perforated masonry walls . (Engineering Senior Report no. T-1533 1991). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1533 1991 1882/12602
dc.format.extentvi, 34 pages
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/31065
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleFrame idealization for perforated masonry walls
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.

Files

Collections

Senior Reports