Lateral torsional buckling of rectangular reinforced concrete beams
The study presents the results of an experimental and analytical investigation aimed at examining the lateral stability of rectangular reinforced concrete slender beams. In the experimental part of the investigation, a total of eleven reinforced concrete beams having a depth to width ratio between 1...
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Georgia Institute of Technology
2010
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| Online Access: | http://hdl.handle.net/1853/31788 |