TECHNICAL PAPERS
Sep 1, 1984

Approximate Analysis of Asymmetric Buildings

Publication: Journal of Structural Engineering
Volume 110, Issue 9

Abstract

The Galerkin method of weighted residuals is used in the 3‐dimensional analysis of asymmetric tall buildings subjected to lateral loads. Using polynomial shape functions, approximate displacement functions are obtained for both rigid and flexible foundations by minimizing the virtual work done over the entire height of the building. Numerical examples are solved and compared with existing results to validate the technique for both uniform and nonuniform sectional properties. The method is shown to be elegant and produces results within reasonable accuracy.

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References

1.
Arvidsson, K., “Nonuniform Shear‐Wall Frame Systems with Elastic Foundations,” Proceedings of the Institution of Civil Engineers, Vol. 59, Paper 7778, Part 2, Mar., 1975, pp. 139–148.
2.
Clough, R. W., King, J. P., and Wilson, E. L., “Structural Analysis of Multi‐Story Buildings,” Journal of the Structural Division, ASCE, Vol. 90, No. ST3, Paper 3950, June, 1964, pp. 19–33.
3.
Coull, A., discussion of “Approximate Analysis of Tall Wall‐Frame Structures,” by A. C. Heidebrecht, and B. S. Smith, Journal of the Structural Division, ASCE, Vol. 99, No. ST11, Aug., 1973, p. 2328.
4.
Duncan, W. J., “Galerkin's Method of Mechanics and Differential Equations,” Technical Report of the Aeronautical Research Committee, Reports and Memorandum No. 1978, Aug., 1937, pp. 484–516.
5.
Gluck, J., “Lateral Load Analysis of Asymmetric Multi‐Story Structures,” Journal of the Structural Division, ASCE, Vol. 96, No. ST2, Paper 7089, Feb., 1970, pp. 317–333.
6.
Heidebrecht, A. C., and Smith, B. S., “Approximate Analysis of Tall Wall‐Frame Structures,” Journal of the Structural Division, ASCE, Vol. 99, No. ST2, Paper 9550, Feb., 1973, pp. 199–221.
7.
Hongladaromp, T., Pithyachariyakul, P., and Lee, S. L., “Analysis of Asymmetric Shear Wall‐Frame Buildings,” Proceedings of the Regional Conference on Tall Buildings, Bangkok, Jan., 1974, pp. 353–365.
8.
Khan, F. R., and Sbarounis, J. A., “Interaction of Shear Walls and Frames,” Journal of the Structural Division, ASCE, Vol. 90, No. ST3, Paper 3957, June, 1964, pp. 285–335.
9.
Ruttenberg, A., and Heidebrecht, A. C., “Approximate Analysis of Asymmetric Wall‐Frame Structures,” Building Science, Vol. 10, Pergamon Press, 1975, pp. 27–35.
10.
Stamato, M. C., and Mancini, E., “Three‐Dimensional Interaction of Walls and Frames,” Journal of the Structural Division, ASCE, Vol. 99, No. ST12, Paper 10193, Dec., 1973, pp. 2375–2390.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 110Issue 9September 1984
Pages: 2056 - 2072

History

Published online: Sep 1, 1984
Published in print: Sep 1984

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Authors

Affiliations

Thambirajah Balendra, M. ASCE
Visiting Assoc. Prof., Dept. of Civ. Engrg. and Engrg. Mechanics, McMaster Univ., Hamilton, Ontario, Canada. On leave from National Univ. of Singapore
Somsak Swaddiwudhipong
Lecturer, Dept. of Civ. Engrg., National Univ. of Singapore, Singapore 0511
Ser‐Tong Quek
Sr. Tutor, Dept. of Civ. Engrg., National Univ. of Singapore, Singapore 0511
Seng‐Lip Lee, F. ASCE
Prof. and Head, Dept. of Civ. Engrg., National Univ. of Singapore, Singapore 0511

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