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A platform for research: civil engineering, architecture and urbanism
Practical plastic design can be extended to cover tall frames and beam columns by iterative analysis that takes force-deflection interaction into account; state of deformation is used as independent variable; design load is achieved by trial and error method; approach is most advantageous because it automatically satisfies deformation constraints, and involves new and more simple formulation of beam column elements of structure; short cut analysis for tall frames is also derived; examples of simple and continuous beam columns and 4-story frame are illustrated; theory is confirmed by experimental results and comparison is made with computer solution.
Practical plastic design can be extended to cover tall frames and beam columns by iterative analysis that takes force-deflection interaction into account; state of deformation is used as independent variable; design load is achieved by trial and error method; approach is most advantageous because it automatically satisfies deformation constraints, and involves new and more simple formulation of beam column elements of structure; short cut analysis for tall frames is also derived; examples of simple and continuous beam columns and 4-story frame are illustrated; theory is confirmed by experimental results and comparison is made with computer solution.
Iterative limit load analysis for tall frames
ASCE -- Proc (J Structural Div)
Lind, N.C. (author)
1964
27 pages
Article (Journal)
English
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