TECHNICAL PAPERS
Nov 1, 1983

Geometric Nonlinearities in Unbraced Multistory Frames

Publication: Journal of Structural Engineering
Volume 109, Issue 11

Abstract

The geometric nonlinearities in elastic sway frames are examined. Various approximate methods of second‐order analysis for sway frames are reviewed and the conditions limiting the use of these procedures are stated. A rational method for combining the nonsway and sway moments is developed. A practical method of including the effects of sway deflections due to gravity load moments and out‐of‐plumb construction in the approximate second‐order analysis is derived.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
“Building Code Requirements for Reinforced Concrete (ACI‐318‐77),” American Concrete Institute, Detroit, Mich., 1977.
2.
Fey, T., “Approximate Second‐Order Analysis of Reinforced Concrete Frames,” Bauingenieur, Berlin, Germany, June, 1966.
3.
Ford, J. S., Chang, D. C., and Breen, J. E., “Design Indications from Tests of Unbraced Multipanel Concrete Frames,” Concrete International—Design and Construction, Vol. 3, No. 3, Mar., 1981.
4.
Gouwen, A. J., “Discussion of Column ‘Design by P‐Delta Method,’ Wood, B. R., et al.,” Proceedings, ASCE, Vol. 102, No. ST10, Oct., 1976.
5.
Hellesland, J., “Approximate Second‐Order Analysis of Unbraced Frames,” Internal Report, Dr. Ing. Aas‐Jakobsen, A/S, Oslo, Norway, 1976.
6.
Iffland, J. S. B., “Design for Stability in High‐Rise Buildings,” Proceedings, International Conference on Planning and Design of Tall Buildings, Vol. II, Lehigh Univ., Bethlehem, Pa., 1972.
7.
Lai, S.‐M. A., “Geometric Non‐Linearity in Multistory Frames,” Ph.D. Thesis, Department of Civil Engineering, University of Alberta, Edmonton, Canada, 1981.
8.
Lai, S.‐M. A., MacGregor, J. G., and Hellesland, J., “Geometric Non‐Linearities in Non‐Sway Frames,” Journal of Structural Engineering, ASCE, Vol. 12, No. ST12, Dec., 1983.
9.
LeMessurier, W. J., “A Practical Method of Second‐Order Analysis, Part 2—Rigid Frames,” AISC Engineering Journal, Vol. 14, No. 2, Second Quarter, 1977.
10.
MacGregor, J. G., “Out‐of‐Plumb Columns in Concrete Structures,” Concrete International—Design and Construction, Vol. 1, No. 6, June, 1979.
11.
MacGregor, J. G., and Hage, S. E., “Stability Analysis and Design of Concrete Frames,” Proceedings, ASCE, Vol. 103, No. ST10, Oct., 1977.
12.
Nixon, D., Beaulieu, D., and Adams, P. F., “Simplified Second‐Order Frame Analysis,” Canadian Journal of Civil Engineering, Vol. 2, No. 4, Dec., 1975.
13.
Parme, A. L., “Capacity of Restrained Eccentrically Loaded Long Columns,” Symposium on Reinforced Concrete Columns, Publication SP‐13, American Concrete Institute, Detroit, Mich., 1966.
14.
Perez‐V., F. J., “Stability Problems of Tall Buildings,” Proceedings, Annual Conference on Reinforced Concrete Design, Institute of Cement Producers of Columbia, Bogota, 1977.
15.
Rosenblueth, E., “Slenderness Effects in Buildings,” Proceedings, ASCE, Vol. 91, No. ST1, Feb., 1965.
16.
Rubin, H., “The Q‐Δ Procedure for Simplified Computation of Sway Frames According to the Second‐Order Plastic Design Theory,” Der Bauingenieur, Vol. 48, (In German), 1973.
17.
“Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings,” American Institute of Steel Construction, New York, N.Y., 1978.
18.
Stevens, L. K., “Elastic Stability of Practical Multistory Frames,” Proceedings, Institution of Civil Engineers, Vol, 36, London, England, 1967.
19.
Wood, B. R., Beaulieu, D., and Adams, P. F., “Column Design by P‐Delta Method,” Proceedings, ASCE, Vol. 102, No. ST2, Feb., 1976.
20.
Wood, B. R., Beaulieu, D., and Adams, P. F., “Further Aspects of Design by P‐Delta Method,” Proceedings, ASCE, Vol. 102, No. ST3, Mar., 1976.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 109Issue 11November 1983
Pages: 2528 - 2545

History

Published online: Nov 1, 1983
Published in print: Nov 1983

Permissions

Request permissions for this article.

Authors

Affiliations

Shu‐Ming A. Lai
Struct. Engr., Hong Kong (Formerly Grad. Student, Univ. of Alberta, Edmonton, Canada
James G. MacGregor, F. ASCE
Prof. of Civ. Engrg., Univ. of Alberta, Edmonton, Canada

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share