Unified Plastic Analysis for Infilled Frames
Publication: Journal of Structural Engineering
Volume 111, Issue 7
Abstract
Based on tests and nonlinear finite element analyses, a unified plastic analysis for infilled frames with three types of interface conditions is proposed, in which the stress redistribution towards collapse and the conditions at the infill‐frame interface are taken into account. The theory is applicable to single and multistory infilled frames, and comparison with experimental results gives good agreement. Design recommendations for multistory infilled frames are given.
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References
1.
Barua, H. K., and Mallick, S. K., “Behaviour of Mortar Infilled Steel Frames Under Lateral Load,” Building and Environment, 12, 1977, pp. 263–272.
2.
Holmes, M., “Steel Frames With Brickwork and Concrete Infilling,” Proceedings of the Institution of Civil Engineers, Vol. 19, Aug., 1961, pp. 473–478.
3.
Kadir, M. R., and Hendry, A. W., “The Behavior of Brickwork Infilled Frames Under Racking Load,” Proceedings 5th International Symposium on Load Bearing Brickwork, British Ceramics Research Association, London, 1975.
4.
Kwan, K. H., “Non‐linear and Cyclic Behavior of Infilled Frames,” thesis presented to the University of Hong Kong, at Hong Kong, in 1982, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5.
Liauw, T. C., “Elastic Behavior of Infilled Frames,” Proceedings of the Institution of Civil Engineers, Vol. 46, July, 1970, pp. 343–349.
6.
Liauw, T. C., “The Composite Characteristics of Infilled Frames,” International Journal of Mechanical Sciences, Vol. 15, No. 7, 1973, pp. 517–533.
7.
Liauw, T. C., and Kwan, K. H., “Non‐linear Analysis of Multi‐story Infilled Frames,” Proceedings of the Institution of Civil Engineers, 73, Part 2, June, 1982, pp. 441–454.
8.
Liauw, T. C., and Lee, S. W., “On the Behavior and the Analysis of Multistory Infilled Frames Subjected to Lateral Loading,” Proceedings of the Institution of Civil Engineers, Vol. 63, Sept., 1977, pp. 641–656.
9.
Mainstone, R. J., “On the Stiffness and Strengths of Infilled Frames,” Proceedings of the Institution of Civil Engineers, Suppl. paper 73605, 1971, pp. 57–90.
10.
Mallick, D. V., and Garg, R. P., “Effect of Openings on the Lateral Stiffness of Infilled Frames,” Proceedings of the Institution of Civil Engineers, Vol. 49, June, 1971, pp. 193–209.
11.
Mallick, D. V., and Severn, R. T., “The Behaviour of Infilled Frames Under Static Loading,” Proceedings of the Institution of Civil Engineers, 38, Dec., 1967, pp. 639–656.
12.
Polyakov, S. V., “On Interaction Between Masonry Filler Walls and Enclosing Frame When Loaded in Plane of Wall,” Translation in Earthquake Engineering, Earthquake Engineering Research Institute, San Francisco, Calif., 1960, pp. 36–42.
13.
Stafford Smith, B., “Behavior of Square Infilled Frames,” Journal of the Structural Engineering Division, ASCE, Vol. 92, No. ST1, Feb., 1966, pp. 381–403.
14.
Stafford Smith, B., “Methods for Predicting the Lateral Stiffness and Strength of Multistorey Infilled Frames,” Building Science, Vol. 2, 1967, pp. 247–257.
15.
Wood, R. H., “Plasticity, Composite Action and Collapse Design of Unreinforced Shear Wall Panels in Frames,” Proceedings of the Institution of Civil Engineers, Part 2, Vol. 65, June, 1978, pp. 381–411.
16.
Wood, R. H., “The Stability of Tall Buildings,” Proceedings of the Institution of Civil Engineers, Vol. 11, Sept., 1958, pp. 69–102.
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Copyright © 1985 ASCE.
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Published online: Jul 1, 1985
Published in print: Jul 1985
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