Serviceability Limit States: Deflection
Publication: Journal of Structural Engineering
Volume 112, Issue 1
Abstract
The reliability of floor and roof deflections due to occupancy and snow loads, respectively, and of lateral frame deflections due to wind loads is examined. These deflections are determined for unfactored code‐specified loads, and they are not to exceed professionally established deflection limits. Firstorder, second‐moment probabilistic theory is used in the analysis. Values of the reliability index are calculated for eight‐ and one‐yr reference periods. Recommendations are made with regard to load levels to be used in the serviceability analysis of deflection‐sensitive and deflection‐insensitive structures.
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References
1.
“American National Standard Minimum Design Loads in Buildings and Other Structures,” ANSI‐A58.1‐1982, American National Standards Inst., New York, NY, 1982.
2.
Council on Tall Buildings and Urban Habitat, “Structural Design of Tall Steel Buildings,” Planning and Design of Tall Buildings, Vol. SB, ASCE, 1979.
3.
Ellingwood, B., “Probability‐Based Loading Criteria for Codified Design,” Proceedings, 4th International Conference on Applications of Probability and Statistics to Soil and Structural Engineering, Florence, Italy, June, 1983.
4.
Ellingwood, B., Galambos, T. V., MacGregor, J. G., and Cornell, C. A., “Development of a Probability‐Based Load Criteria for American National Standard A58,” National Bureau of Standard Special Publication 577, Washington, DC, 1980.
5.
Ellingwood, B., Tallin, A., “Structural Serviceability‐Floor Vibrations,” Journal of Structural Engineering, ASCE, Vol. 100, No. 2, Feb., 1984.
6.
Galambos, T. V., Gould, P. L., Ravindra, M. K., Suryoutomo, H., Crist, R. A., “Structural Deflections: A Literature and State‐of‐the‐Art Survey,” Building Science Series 47, US Dept. of Commerce, National Bureau of Standards, Oct., 1973.
7.
Galambos, T. V., Reinhold, T. A., Ellingwood, B., “Serviceability Limit States: Connection Slip,” Journal of the Structural Division, ASCE, Vol. 108, No. ST12, Dec., 1982.
8.
Reid, S. G., “Codified Design for Serviceability,” Report St 81‐6, Department of Civil Engineering, McGill Univ., Montreal, Canada, Dec., 1981.
9.
Sugimoto, H., and Chen, W. F., “Small‐End Restraint Effects on Strength of H‐Columns,” Journal of the Structural Division, ASCE, Vol. 108, No. ST3, Mar., 1982.
10.
Tallin, A., Ellingwood, B., “Serviceability Limit States‐Building Vibrations,” Journal of Structural Engineering, ASCE, Vol. 110, No. 10, Oct., 1984.
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Copyright © 1986 ASCE.
History
Published online: Jan 1, 1986
Published in print: Jan 1986
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