Research Article
Jan 1972
Analysis of Three-Dimensional Structures
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 98, Issue 1
Abstract
A method of analysis is presented to predict the complete load-displacement relationship for large multistory structures. The structures are composed of sets of planar bents arranged in two perpendicular directions. The structure is assumed to deform in these two principal directions and twist about a vertical axis. The actual structure is replaced by an analytical model in which the number of unknown displacements have been considerably reduced. Slope deflection equations, modified for plastic hinging, are used to relate the member displacements to the end moments. The secondary moments due to the column axial loads acting through the sway displacements are considered in formulating the equilibrium equations. The effects of axial shortening, changes in axial load, variations in stiffness and carry over factors, and shear deformations are not considered. The effect of the asymmetry of the structure is illustrated by the results of an analysis of a 10-story structure.
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Published In
Journal of the Structural Division
Volume 98 • Issue 1 • January 1972
Pages: 233 - 248
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jan 1972
Published online: Feb 1, 2021
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Authors
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Jacobus H. Wynhoven, AM.ASCE
Structural Engr., Basler and Hofmann, Consulting Engrs., Zurich, Switzerland; formerly Research Asst., Univ. of Alberta, Edmonton, Canada
Peter F. Adams, M.ASCE
Prof. of Civ. Engrg., Univ. of Alberta, Edmonton, 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.