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http://dx.doi.org/10.5050/KSNVN.2006.16.6.574

Minimum Thickness of Flat Plate Slab Satisfying Floor Vibration Criteria  

Lee, Min-Jung (한양대학교 대학원 건축공학과)
Kim, Dong-Hyun (한양대학교 대학원 건축공학과)
Han, Sang-Whan (한양대학교 건축공학부)
Publication Information
Transactions of the Korean Society for Noise and Vibration Engineering / v.16, no.6, 2006 , pp. 574-581 More about this Journal
Abstract
Flat plate slab systems are more economical rather than reinforced concrete frame systems because flat plate slab system reduces story height. Furthermore flat plate systems are more popularly needed in construction practice due to flexibility of plan. Korean Concrete Provisions 2003 provide the minimum thickness of the slab that satisfies serviceability requirement to the static displacement. However, floor thickness in residence buildings may not satisfy the floor vibration criteria although the thickness satisfies the serviceability requirements in current design provisions. This study estimates the dynamic properties of floor vibration for existing flat plate slabs, and proposes the slab thickness satisfying the floor vibration criteria. The dynamic response analysis using finite element method and reliability analysis are carried out for this Purpose.
Keywords
Flat Plate; Slab Thickness; Floor Vibration; Random Variable; Reliability Analys;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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1 American Concrete Institute, 2002, Building Code Requirements for Structural Concrete and Commentary, pp.114 -116
2 Ang A. H-S. and Tang W. H., 1975, Probability Concepts in Engineering Planning and Design-decision, Risk, and Reliability, Vol. I, II, Wiley, pp. 247 - 332
3 Han, S. W. and Lee, S. W., 2003, ' Investigation on Human Perception Level under Walking and Heel Drop Vibration Using Shaking Table Test,' Transactions of the Korean Society for Noise and Vibration Engineering, Vol. 13, No. 3, pp. 186 - 193   DOI   ScienceOn
4 Architectural Institute of Japan, 1991, Guidelines for the Evaluation of Habitability to Building Vibration, pp. 1 - 10
5 Allen, D. E. and Rainer, J. H., 1976, ' Vibration Criteria for Long-span Floors,' Canadian Journal of Civil Engineering, Vol. 3, No.2, National Research Council of Canada, pp. 165 -173   DOI
6 Lenzen, K. H. and Murray, T. M., 1969, ' Vibration of Steel Beam Concrete Slab Floor Systems,' Dept. of Civil Engineering, University of Kansas, Lawrence, Kans., Report No. 29
7 Korea Concrete Institute, 2003, Design Code for Structural Concrete and Commentary, pp. 83 - 85
8 International Organization For Standardization, 1989, Evaluation of Human Exposure to Whole-body Vibration Part 2: Continuous and Shock-induced Vibration in Buildings, pp. 1 - 11
9 Lenzen. K. H., 1966, ' Vibration of Steel Joist Concrete Slab Floors,' Engineering Journal, Vol. 3, No. 3, pp. 133 -136
10 Choi, B. S., Oh, B. H. and Scanlon, A., 2002, 'Probabilistic Assessment of ACI 318 Minimum Thickness Requirements for One-way Members,' ACI Structural Journal, Vol. 99, No.3, pp. 344 - 351
11 Lee, M. J. Han, S. W. and Nam, S. W., 2005, 'Probability Based Determination of Slab Thickness Satisfying Floor Vibration Criteria,' Journal of the Korea Concrete Institute, Vol. 17, No.5, pp. 687 - 694   DOI   ScienceOn