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http://hdl.handle.net/11375/20319
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DC Field | Value | Language |
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dc.contributor.advisor | Korol, R. M. | - |
dc.contributor.advisor | Drysdale, R. G. | - |
dc.contributor.author | Svihra, Jan | - |
dc.date.accessioned | 2016-08-31T18:12:13Z | - |
dc.date.available | 2016-08-31T18:12:13Z | - |
dc.date.issued | 1971 | - |
dc.identifier.uri | http://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.iso | en | en_US |
dc.subject | Incremental Collapse | en_US |
dc.subject | Reinforced Concrete | en_US |
dc.subject | Concrete Frames | en_US |
dc.subject | plastic collapse load | en_US |
dc.title | Incremental Collapse of Reinforced Concrete Frames | en_US |
dc.contributor.department | None | en_US |
dc.description.degreetype | Thesis | en_US |
dc.description.degree | Master of Engineering (MEngr) | en_US |
Appears in Collections: | Open Access Dissertations and Theses |
Files in This Item:
File | Description | Size | Format | |
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Svihra_Jan_1971_Masters.pdf | 13.76 MB | Adobe PDF | View/Open |
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