TECHNICAL NOTES
Jun 1, 1984
Analysis of Laterally Loaded Wall‐Frame Structures
Authors: A. Coull, F. ASCE, and H. KhachatoorianAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 110, Issue 6
Abstract
In the established method of analysis of wall-frame structures based on the continuum approach, the shear in the frame element is always zero at the base as a result of the boundary conditions used, irrespective of the relative stiffness of the two components. An extension to this analysis is presented to allow the shearing deformations of both walls and frames at ground level to be included, and allow an assessment to be made of the shears carried by the frames. Curves are presented to show how the magnitudes of the main structural actions are influenced by the relative bending and shearing stiffness ratios.
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Reference
1.
Heidebrecht, A. C., and Stafford Smith, B., “Approximate Analysis of Tall Wall‐Frame Building Structures,” Journal of the Structural Division, ASCE, Vol. 99, No. ST2, Feb., 1973, pp. 199–221.
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Published In
Journal of Structural Engineering
Volume 110 • Issue 6 • June 1984
Pages: 1396 - 1399
Copyright
Copyright © 1984 ASCE.
History
Published online: Jun 1, 1984
Published in print: Jun 1984
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Authors
Affiliations
A. Coull, F. ASCE
Prof. of Civ. Engrg., Univ. of Glasgow, Glasgow, Scotland
H. Khachatoorian
Research Student, Civ. Engrg. Dept., Univ. of Glasgow, Glasgow, Scotland
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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.