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Analysis of deflections in elastic-plastic frames
Method is proposed to compute deflections throughout elastic-plastic plane frame; it is related to Williot-Mohr analysis for trusses; after force analysis, all frame joints are pinned and member ends allowed to rotate; continuity is then restored where required by movement of pinned mechanism in beam and sway modes; method is extended to statically indeterminate frames with force analysis by relaxation; examples of method application.
Analysis of deflections in elastic-plastic frames
Method is proposed to compute deflections throughout elastic-plastic plane frame; it is related to Williot-Mohr analysis for trusses; after force analysis, all frame joints are pinned and member ends allowed to rotate; continuity is then restored where required by movement of pinned mechanism in beam and sway modes; method is extended to statically indeterminate frames with force analysis by relaxation; examples of method application.
Analysis of deflections in elastic-plastic frames
ASCE -- Proc (J Structural Div)
Lind, N.C. (author)
1965
22 pages
Article (Journal)
English
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