A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design techniques for determining inelastic deflections of beams made from gradual-yielding materials are investigated; factors of accuracy, limitations in applicability, and amount of numerical work required to obtain solutions are considered; two methods discussed are shown to be in agreement with accurate solutions obtained by numerical integration procedures; good agreement between exact and approximate solutions is shown to be valid for various cross-sectional shapes, loading conditions and stress-strain curves.
Design techniques for determining inelastic deflections of beams made from gradual-yielding materials are investigated; factors of accuracy, limitations in applicability, and amount of numerical work required to obtain solutions are considered; two methods discussed are shown to be in agreement with accurate solutions obtained by numerical integration procedures; good agreement between exact and approximate solutions is shown to be valid for various cross-sectional shapes, loading conditions and stress-strain curves.
Inelastic deflections of beams
ASCE -- Proc (J Structural Div)
Chajes, A. (author)
1968
17 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Neural networks for inelastic mid-span deflections in continuous composite beams
| British Library Online Contents | 2010
Deflections of structures in inelastic range
| Engineering Index Backfile | 1957
Simple Approach for Calculating Inelastic Deflections of Simply Supported Steel Beams under Fire
| British Library Conference Proceedings | 2009
Deflections of Fiber Reinforced Beams
| British Library Online Contents | 1994