Investigation into the structural behaviour of portal frames

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dc.contributor.advisorDunaiski, P. E.en_ZA
dc.contributor.advisorPahl, P. J.en_ZA
dc.contributor.authorRudman, Chantalen_ZA
dc.contributor.otherUniversity of Stellenbosch. Faculty of Engineering. Dept. of Civil Engineering.
dc.date.accessioned2009-02-25T09:37:27Zen_ZA
dc.date.accessioned2010-06-01T08:34:51Z
dc.date.available2009-02-25T09:37:27Zen_ZA
dc.date.available2010-06-01T08:34:51Z
dc.date.issued2009-03
dc.descriptionThesis (MScEng (Civil Engineering))--University of Stellenbosch, 2009.
dc.description.abstractAn established procedure for analysing perforated plates is based on treating material as an equivalent elastic constants. In this steel plates thickness to with ligament pitch ratios solid material investigation, efficiencies of of 0.648 were the stress in the perforated with modified thin perforated 0.074 and plate tested. The effective Young's moduli and determined for these perforated existing recommendations.
dc.description.abstractAn established procedure for analysing perforated plates is based on treating material as an equivalent elastic constants. In this steel plates thickness to with ligament pitch ratios solid material investigation, efficiencies of of 0.648 were the stress in the perforated with modified thin perforated 0.074 and plate tested. The effective Young's moduli and determined for these perforated existing recommendations.
dc.identifier.urihttp://hdl.handle.net/10019.1/1853
dc.languageenen_ZA
dc.publisherStellenbosch : University of Stellenbosch
dc.rights.holderUniversity of Stellenbosch
dc.subjectTheses -- Civil engineeringen_ZA
dc.subjectDissertations -- Civil engineeringen_ZA
dc.subject.lcshStructures, Flexibleen_ZA
dc.subject.lcshStructures, Stability ofen_ZA
dc.subject.lcshSteel, Structuralen_ZA
dc.titleInvestigation into the structural behaviour of portal framesen_ZA
dc.typeThesisen_ZA
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