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Behavior of rigid portal frame subjected to pulse of loading is analyzed, making assumption that material has rigid-plastic characteristics; it is shown that structure may deform in part of its motion with more than one degree of freedom; examination is made of influence on motion of strain hardening of material and of large changes of structural geometry.
Behavior of rigid portal frame subjected to pulse of loading is analyzed, making assumption that material has rigid-plastic characteristics; it is shown that structure may deform in part of its motion with more than one degree of freedom; examination is made of influence on motion of strain hardening of material and of large changes of structural geometry.
Dynamic plastic analysis of steel frames
ASCE -- Proc (J Structural Div)
Rawlings, B. (author)
1964
19 pages
Article (Journal)
English
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