The permanent deformation of steel portal frames subjected to impulsive loading

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