A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Behavior of elastic-plastic frames
Behavior of several multistory, one-bay and two-bay planar frames is examined by means of computerized elastic-plastic analysis; each frame is unbraced, fixed at its base, and loaded by static, proportional forces up to maximum load carrying capacity; results of first-order elastic-plastic analyses are used for classifying and explaining behavior of second-order models; magnitudes of second-order effects on both load carrying capacity and deformations are presented; influence of axial deformation is included in examination of frame behavior.
Behavior of elastic-plastic frames
Behavior of several multistory, one-bay and two-bay planar frames is examined by means of computerized elastic-plastic analysis; each frame is unbraced, fixed at its base, and loaded by static, proportional forces up to maximum load carrying capacity; results of first-order elastic-plastic analyses are used for classifying and explaining behavior of second-order models; magnitudes of second-order effects on both load carrying capacity and deformations are presented; influence of axial deformation is included in examination of frame behavior.
Behavior of elastic-plastic frames
ASCE -- Proc (J Structural Div)
Korn, A. (author) / Galambos, T.V. (author)
1968
24 pages
Article (Journal)
English
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