A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Inelastic earthquake response of tall steel frames
Procedure for evaluating lateral response of unbraced multistory building frames subjected to prescribed base motion was developed for use on digital computer; Ramberg-Osgood type moment-curvature function was used to describe inelastic hysteresis behavior of girders, while columns were assumed to behave elastically; representative frames of 10, 25, and 40 stories were analyzed; recorded accelerograms of El Centro 1940, Taft 1952, and Alameda Park, Mexico 1962 earthquakes were used with modified intensities.
Inelastic earthquake response of tall steel frames
Procedure for evaluating lateral response of unbraced multistory building frames subjected to prescribed base motion was developed for use on digital computer; Ramberg-Osgood type moment-curvature function was used to describe inelastic hysteresis behavior of girders, while columns were assumed to behave elastically; representative frames of 10, 25, and 40 stories were analyzed; recorded accelerograms of El Centro 1940, Taft 1952, and Alameda Park, Mexico 1962 earthquakes were used with modified intensities.
Inelastic earthquake response of tall steel frames
ASCE -- Proc (J Structural Div)
Goel, S.C. (author) / Berg, G.V. (author)
1968
28 pages
Article (Journal)
English
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