Research Article
Jul 1972
Behavior of Structures under Loads Causing Torsion
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 98, Issue 7
Abstract
The results of several analyses of a 24-story structure are presented. The structure is composed of two series of orthogonal bents; the bents consist either of steel rigid frames or of steel rigid frames coupled to reinforced concrete shear walls. The analysis used to predict the response of the structure is an approximate elastic-plastic technique which first lumps the members of each bent into an equivalent structural model. The results presented illustrate the change in behavior which accompanies an increase in the eccentricity of lateral load or an increase in asymmetry of structural arrangement. The effect of increasing the torsional resistance of the vertical element or shifting the positions of the stiffer bents, is illustrated. A reduction in ultimate strength is predicted (below that for the symmetrical case) whenever the secondary moments are effectively increased. This may be achieved by increasing the eccentricity of lateral or vertical loads or by changing the structural arrangement and ranges up to 66% in the extreme case.
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Published In
Journal of the Structural Division
Volume 98 • Issue 7 • July 1972
Pages: 1361 - 1376
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jul 1972
Published online: Feb 1, 2021
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Authors
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Jacobus H. Wynhoven, AM.ASCE
Struct. Engr., Basler and Hofmann, Consulting Engrs., Zurich, Switzerland; formerly, Res. 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.