TECHNICAL PAPERS
Feb 1, 1987

Lateral Load Analysis for Buildings with Setback

Publication: Journal of Structural Engineering
Volume 113, Issue 2

Abstract

A simple method to obtain the load distribution on the resisting elements of symmetric and eccentric setback structures subjected to lateral loading is presented. The compatible load concept is employed by the proposed method to subdivide the loading into load components, both translational and torsional. The proportional stiffness rule of force distribution can then be applied to each load component. In addition to being a practical design tool, the proposed procedure also provides an understanding of the load transfer mechanism involved in setback structures, especially in the region where the setback occurs and complication in behavior is expected. Three numerical examples are presented to illustrate the procedure and provide an insight on the load distribution pattern of such structures.

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References

1.
Cheung, V. W.‐T., and Tso, W. K. (1986). “Eccentricity in irregular buildings.” Can. J. Civ. Engrg., 13, 46–52.
2.
Heidebrecht, A. C., and Stafford Smith, B. (1973). “Approximate analysis of tall wall‐frame structures.” J. Struct. Div., ASCE, 99(2), 199–221.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 113Issue 2February 1987
Pages: 209 - 227

History

Published online: Feb 1, 1987
Published in print: Feb 1987

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Authors

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Victor W.‐T. Cheung
Grad. Student, Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, Ontario, Canada L8S 4L7
W. K. Tso, M. ASCE
Prof., Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, Ontario, Canada L8S 4L7

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