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Instability considerations in limit design of concrete frames
Failure due to crushing is case of instability; traditional nonlinear moment-curvature approach does not hold for systems exhibiting descending (unstable) portions in their force-deformation characteristics; method based on moment-rotation approach and assumed contaminated zone is presented, which takes into account descending branches.
Instability considerations in limit design of concrete frames
Failure due to crushing is case of instability; traditional nonlinear moment-curvature approach does not hold for systems exhibiting descending (unstable) portions in their force-deformation characteristics; method based on moment-rotation approach and assumed contaminated zone is presented, which takes into account descending branches.
Instability considerations in limit design of concrete frames
Int Symposium Flexural Mechanics Reinforced Concrete -- Proc
Rosenblueth, E. (author) / Diaz de Cossio, R. (author)
Proceedings of the International Symposium on Flexural Mechanics of Reinforced Concrete ; 1964
1964
25 pages
Conference paper
English
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