A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Expressions are developed for stiffness of uniformly yielded steel member; flexural stiffness is shown to be nonzero for all yielded configurations of member, and thus nonzero buckling loads may be obtained; stiffness expressions are developed by considering discontinuous nature of yielding of structural steel, and they are presented for later use in buckling analysis of members in plastically designed steel frames.
Expressions are developed for stiffness of uniformly yielded steel member; flexural stiffness is shown to be nonzero for all yielded configurations of member, and thus nonzero buckling loads may be obtained; stiffness expressions are developed by considering discontinuous nature of yielding of structural steel, and they are presented for later use in buckling analysis of members in plastically designed steel frames.
Yielding of uniformly loaded steel members
ASCE -- Proc (J Structural Div)
Lay, M.G. (author)
1965
18 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Plastic yielding in cyclically loaded porous materials
| British Library Online Contents | 2009
Seismic Response of Viscoelastic Frame with Yielding Members
| British Library Conference Proceedings | 1994
Tables for uniformly fully loaded rectangular plates
| Engineering Index Backfile | 1955
Deformations of Reinforced Concrete Members at Yielding and Ultimate
| Online Contents | 2001
| Springer Verlag | 2018