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Computer program provided for limit analysis of rigid frames involves succession of elastic analysis for lead system by displacement method; output consists of location and sequence formation of all plastic hinges up to collapse, and deflections and moments at all nodal points at time of formation of each plastic hinge.
Computer program provided for limit analysis of rigid frames involves succession of elastic analysis for lead system by displacement method; output consists of location and sequence formation of all plastic hinges up to collapse, and deflections and moments at all nodal points at time of formation of each plastic hinge.
General computer program for limit analysis
ASCE -- Proc (J Structural Div)
Wang, C.K. (author)
1963
17 pages
Article (Journal)
English
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