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 |