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A platform for research: civil engineering, architecture and urbanism
Inelastic stability of multistory, multibay rigid frames
Incremental load procedure was developed for determination of elasto-plastic behavior of plane rigid frames from zero load condition to ultimate carrying capacity; procedure utilizes displacement method of analysis and includes effects of joint displacement, strain reversal, axial force, and spread of inelastic zones in members; ultimate load of frames failing by bifurcation or by bending can be determined; computer program was written for elastic-ideally plastic material, but it could be modified for other stress-strain relationships. (15725)
Inelastic stability of multistory, multibay rigid frames
Incremental load procedure was developed for determination of elasto-plastic behavior of plane rigid frames from zero load condition to ultimate carrying capacity; procedure utilizes displacement method of analysis and includes effects of joint displacement, strain reversal, axial force, and spread of inelastic zones in members; ultimate load of frames failing by bifurcation or by bending can be determined; computer program was written for elastic-ideally plastic material, but it could be modified for other stress-strain relationships. (15725)
Inelastic stability of multistory, multibay rigid frames
ASCE Annu Nat Meet -- Prepr
Alvarez, R.L. (author) / Birnstiel, C. (author)
ASCE Annual and National Meeting on Structural Engineering ; 1968 ; United States , Pittsburgh, PA
1968
43 pages
Conference paper
English
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