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Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/20319
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DC FieldValueLanguage
dc.contributor.advisorKorol, R. M.-
dc.contributor.advisorDrysdale, R. G.-
dc.contributor.authorSvihra, Jan-
dc.date.accessioned2016-08-31T18:12:13Z-
dc.date.available2016-08-31T18:12:13Z-
dc.date.issued1971-
dc.identifier.urihttp://hdl.handle.net/11375/20319-
dc.description.abstract<p> A research program is presented for assessing the plastic collapse load and incremental collapse load of reinforced concrete frames. This investigation attempts to establish a range of validity of simple plastic theory when applied to the under reinforced concrete frames and to determine the sensitivity of such structures to variable repeated loading. </p> <p> An experimental program was conducted on 4 reinforced concrete frames and two reinforced concrete columns. Deflections and strains of these models of nearly prototype size were measured and compared with predicted values at critical cross-sections. </p> <p> Resulting conclusions and recommendations for further research are made. </p>en_US
dc.language.isoenen_US
dc.subjectIncremental Collapseen_US
dc.subjectReinforced Concreteen_US
dc.subjectConcrete Framesen_US
dc.subjectplastic collapse loaden_US
dc.titleIncremental Collapse of Reinforced Concrete Framesen_US
dc.contributor.departmentNoneen_US
dc.description.degreetypeThesisen_US
dc.description.degreeMaster of Engineering (MEngr)en_US
Appears in Collections:Open Access Dissertations and Theses

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