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Error statistics for reinforced concrete beams
Multiple regression analysis procedure provides preliminary means of organizing, evaluating, and combining on-site strength prediction error statistics required for structural safety considerations for reinforced concrete beams; analysis of 109 specified beam tests produced median prediction equation for ultimate moment tension failure; coefficient of variation of test values about predicted values is 6.4% and prediction capabilities are tabulated and compared with present ultimate design equation.
Error statistics for reinforced concrete beams
Multiple regression analysis procedure provides preliminary means of organizing, evaluating, and combining on-site strength prediction error statistics required for structural safety considerations for reinforced concrete beams; analysis of 109 specified beam tests produced median prediction equation for ultimate moment tension failure; coefficient of variation of test values about predicted values is 6.4% and prediction capabilities are tabulated and compared with present ultimate design equation.
Error statistics for reinforced concrete beams
ASCE -- Proc (J Structural Div)
Zsutty, T. (author)
1963
36 pages
Article (Journal)
English
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