Research Article
Oct 1971
Dynamic Analysis of Multibay Multistory Frames
Publication: Journal of the Structural Division
Volume 97, Issue 10
Abstract
A computer program has been developed to analyze steel frames with or without shear walls which are subjected either to blast loads or to earthquake motions. Equivalent rotational springs are used at the ends of each member to account for the influence of axial load, the inelastic behavior (including the strain-hardening effect) of the member and joint distortion. Estimating the axial load and the point of inflection for each member, the relationship between the moment, M, and the relaxation angle, ΔΘ, of the rotational spring is calculated. The M-ΔΘ relationship may be modified to account for the presence of a semirigid joint or to include the shear distortion of the connection. Slope deflection equations are developed for members attached with rotational springs and are combined to construct a stiffness matrix for the complete frame. The dynamic equations are solved, changing the stiffness matrix so that it is compatible with the deteriorated structure at every instant of the motion. Examples illustrate the procedure.
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Information
Published In
Journal of the Structural Division
Volume 97 • Issue 10 • October 1971
Pages: 2519 - 2533
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Oct 1971
Published online: Feb 1, 2021
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Authors
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Masaaki Suko, AM.ASCE
Research Assoc., Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, Alberta, Canada
Peter F. Adams, M.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, Alberta, Canada
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.