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A platform for research: civil engineering, architecture and urbanism
Maximum load-carrying capacity of building frame that is not braced to prevent lateral displacement is determined by inelastic buckling strength; numerical procedure for determining buckling load of partially yielded frames is developed and its use is illustrated with reference to simple portal frame; tests on steel models fabricated from small wide-flange shape were conducted and results show satisfactory agreement with theoretical solutions.
Maximum load-carrying capacity of building frame that is not braced to prevent lateral displacement is determined by inelastic buckling strength; numerical procedure for determining buckling load of partially yielded frames is developed and its use is illustrated with reference to simple portal frame; tests on steel models fabricated from small wide-flange shape were conducted and results show satisfactory agreement with theoretical solutions.
Inelastic buckling of steel frames
ASCE -- Proc (J Structural Div)
Lu, L.W. (author)
1965
30 pages
Article (Journal)
English
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