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The vibration of multi-girder highway bridges.

Previous investigations have shown that treating a bridge as a single simple beam is inadequate in the analysis of most multi-girder highway bridges. The transverse distribution of deflection must be considered as well as the longitudinal distribution. [...]

Identiferoai:union.ndltd.org:LACETR/oai:collectionscanada.gc.ca:QMM.43804
Date January 1966
CreatorsFine, Isadore Marvin.
ContributorsTurkstra, C. (Supervisor)
PublisherMcGill University
Source SetsLibrary and Archives Canada ETDs Repository / Centre d'archives des thèses électroniques de Bibliothèque et Archives Canada
LanguageEnglish
Detected LanguageEnglish
TypeElectronic Thesis or Dissertation
Formatapplication/pdf
CoverageMaster of Engineering (Department of Civil Engineering and Applied Mechanics)
RightsAll items in eScholarship@McGill are protected by copyright with all rights reserved unless otherwise indicated.
Relationalephsysno: 000482362, proquestno: AAIMK00901, Theses scanned by UMI/ProQuest.

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