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Strength of single-story steel frames
Strength of single-story, pinned-base rigid steel frames subjected to vertical and horizontal loads is developed; interaction curves between axial load and horizontal load are developed for column with ratio of beam length to radius of gyration equal to 40; inelastic behavior and residual stresses are considered; simple plastic analysis is performed on deflected structure and effect of variation of column slenderness ratios is evaluated.
Strength of single-story steel frames
Strength of single-story, pinned-base rigid steel frames subjected to vertical and horizontal loads is developed; interaction curves between axial load and horizontal load are developed for column with ratio of beam length to radius of gyration equal to 40; inelastic behavior and residual stresses are considered; simple plastic analysis is performed on deflected structure and effect of variation of column slenderness ratios is evaluated.
Strength of single-story steel frames
ASCE -- Proc (J Structural Div)
Yura, J.A. (author) / Galambos, T.V. (author)
1965
21 pages
Article (Journal)
English
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