A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Columns and beams braced by diaphragms
Shear-resistant light-gage metal diaphragms, such as wall cladding, roof decking, and floor panels, often are connected directly to beams or columns of steel framework; using energy approach, analytical methods are developed for predicting buckling strength of individual diaphragm-braced I-section members in plane of diaphragm; 16 tests of centrally loaded double-column assemblies with diaphragm bracing on one or both flanges, and eight tests of double-beam assemblies with diaphragm bracing on compression flange, give satisfactory agreement with theoretical results; theory and test results both indicate that shear-resistant diaphragms can be effective in increasing buckling load of slender columns and beams.
Columns and beams braced by diaphragms
Shear-resistant light-gage metal diaphragms, such as wall cladding, roof decking, and floor panels, often are connected directly to beams or columns of steel framework; using energy approach, analytical methods are developed for predicting buckling strength of individual diaphragm-braced I-section members in plane of diaphragm; 16 tests of centrally loaded double-column assemblies with diaphragm bracing on one or both flanges, and eight tests of double-beam assemblies with diaphragm bracing on compression flange, give satisfactory agreement with theoretical results; theory and test results both indicate that shear-resistant diaphragms can be effective in increasing buckling load of slender columns and beams.
Columns and beams braced by diaphragms
ASCE -- Proc (J Structural Div)
Errera, S.J. (author) / Pincus, G. (author) / Fisher, G.P. (author)
1967
24 pages
Article (Journal)
English
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