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 Master Thesis
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 and the Built Environment
dc.publisher.department Department of Civil Engineering en_ZA
dc.type.qualificationlevel Masters
dc.type.qualificationname MSc (Eng) en_ZA
uct.type.filetype Text
uct.type.filetype Image
dc.identifier.apacitation Hanan, D. (1977). <i>The permanent deformation of steel portal frames subjected to impulsive loading</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/17863 en_ZA
dc.identifier.chicagocitation Hanan, Davide. <i>"The permanent deformation of steel portal frames subjected to impulsive loading."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 1977. http://hdl.handle.net/11427/17863 en_ZA
dc.identifier.vancouvercitation Hanan D. The permanent deformation of steel portal frames subjected to impulsive loading. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 1977 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/17863 en_ZA
dc.identifier.ris TY - Thesis / Dissertation AU - Hanan, Davide AB - 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. DA - 1977 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 1977 T1 - The permanent deformation of steel portal frames subjected to impulsive loading TI - The permanent deformation of steel portal frames subjected to impulsive loading UR - http://hdl.handle.net/11427/17863 ER - en_ZA


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