A platform for research: civil engineering, architecture and urbanism
Stability of frames in presence of primary bending moments
Systematic method of analyzing stability of frames against sidesway buckling is developed; 2 possible approaches are presented; slope deflection equation method based on equilibrium considerations and moment distribution procedure; these otherwise well known techniques, for analysis of stability of frames subjected to loads at joints, are extended here to general case in which primary bending moments occur prior to buckling.
Stability of frames in presence of primary bending moments
Systematic method of analyzing stability of frames against sidesway buckling is developed; 2 possible approaches are presented; slope deflection equation method based on equilibrium considerations and moment distribution procedure; these otherwise well known techniques, for analysis of stability of frames subjected to loads at joints, are extended here to general case in which primary bending moments occur prior to buckling.
Stability of frames in presence of primary bending moments
ASCE -- Proc (J Eng Mechanics Div)
Masur, E.F. (author) / Chang, I.C. (author) / Donnell, L.H. (author)
1961
16 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Stability of frames under primary bending moments
Engineering Index Backfile | 1963
|Determination of bending moments in rigid frames
Engineering Index Backfile | 1958
|Wind-induced peak bending moments in low-rise building frames
British Library Conference Proceedings | 1999
|TECHNICAL NOTES - Wind-Induced Peak Bending Moments in Low-Rise Building Frames
Online Contents | 2000
|