Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation
Master of Science === Civil Engineering === Hayder Rasheed === Reverse diagonal shear cracking at the supports of many reinforced concrete girders is a phenomenon affecting a number of KDOT’s low-volume bridges built in the early-to-mid 1900’s. This phenomenon is not addressed in the AASHTO Bridge...
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| Language: | en_US |
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Kansas State University
2016
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| Online Access: | http://hdl.handle.net/2097/32559 |