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Behavior of diaphragm-braced columns and beams
Theory predicting failure load of elastic I-section members laterally restrained by shear-resistant diaphragms is developed; shear rigidity, which can vary substantially because of connector and other details, is principal characteristic of diaphragm considered; this rigidity was determined experimentally; test series of double-column-diaphragm assemblies gave good agreement between theoretically predicted values and test failure loads.
Behavior of diaphragm-braced columns and beams
Theory predicting failure load of elastic I-section members laterally restrained by shear-resistant diaphragms is developed; shear rigidity, which can vary substantially because of connector and other details, is principal characteristic of diaphragm considered; this rigidity was determined experimentally; test series of double-column-diaphragm assemblies gave good agreement between theoretically predicted values and test failure loads.
Behavior of diaphragm-braced columns and beams
ASCE -- Proc (J Structural Div)
Pincus, G. (author) / Fisher, G.P. (author)
1966
28 pages
Article (Journal)
English
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