The permanent deformation of steel portal frames subjected to impulsive loading

 

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dc.contributor.advisor Martin, JB en_ZA
dc.contributor.author Hanan, Davide en_ZA
dc.date.accessioned 2016-03-17T07:06:59Z
dc.date.available 2016-03-17T07:06:59Z
dc.date.issued 1977 en_ZA
dc.identifier.citation Hanan, D. 1977. The permanent deformation of steel portal frames subjected to impulsive loading. University of Cape Town. en_ZA
dc.identifier.uri http://hdl.handle.net/11427/17863
dc.description Bibliography: pages 65-67. en_ZA
dc.description.abstract The inelastic response of steel portal frames with a mass attached to the centre of the beam member and subjected to large dynamic loads is studied. The analysis is carried out using the mode approximation technique extended to include strain-rate sensitivity, finite deflections and pulse duration. Experimental results are presented which show good agreement with theoretical predictions. The use of the extended Hamilton's principle for mode form solutions is discussed. en_ZA
dc.language.iso eng en_ZA
dc.subject.other Civil Engineering en_ZA
dc.title The permanent deformation of steel portal frames subjected to impulsive loading en_ZA
dc.type Thesis / Dissertation en_ZA
uct.type.publication Research en_ZA
uct.type.resource Thesis en_ZA
dc.publisher.institution University of Cape Town
dc.publisher.faculty Faculty of Engineering & the Built Environment en_ZA
dc.publisher.department Department of Civil Engineering en_ZA
dc.type.qualificationlevel Masters en_ZA
dc.type.qualificationname MSc (Eng) en_ZA
uct.type.filetype Text
uct.type.filetype Image


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