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A platform for research: civil engineering, architecture and urbanism
General design method based on slope deflection theory is presented to utilize reserve strength of columns in one story steel frames; tables are included facilitating rapid column design.
General design method based on slope deflection theory is presented to utilize reserve strength of columns in one story steel frames; tables are included facilitating rapid column design.
Buckling analysis of one-story frames
ASCE -- Proc (J Structural Div)
1968
28 pages
Article (Journal)
English
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