Critical review of guidelines for checking vibration serviceability of post-tensioned concrete floors

Concrete Society: Technical Report 43 – Post-tensioned concrete floors design handbook. Slough: Concrete Society; 1994 Gerber, 1991 Ellingwood B. Structural serviceability review and standard implementation. In: Proceedings of the International Conference on Building an International Community of Structural Engineers. Vol. 1. Chicago: American Society of Civil Engineers, 1996; p. 436 Aalami, 1999 FIP. Recommendations for the design of flat slabs in post-tensioned concrete (using unbonded and bonded tendons). Federation Internationale de la Precontrainte; 1980 PTI. Design of post-tensioned slabs. Glenview, IL: Post-tensioning Institute; 1977 VSL. Post-tensioned concrete in building construction: post-tensioned slabs. Berne, Switzerland: VSL International Ltd; 1985 Murray, 1981, Acceptability criterion for occupant-induced floor vibrations, AISC Engineering Journal, 18, 62 CEB: bulletin D'Information No. 209-vibration problems in structures: practical guidelines. Lausanne: Comité Euro-International du Betón; 1991 Ohlsson, 1988 Khan, 1995 Concrete Society: Technical report 17-flat slabs in post-tensioned concrete with particular regard to the use of unbonded tendons-design recommendations. Slough: Concrete Society; 1979 Concrete Society: Technical report 25-post-tensioned flat-slab design handbook. Slough: Concrete Society; 1984 Caverson RG. Vibration characteristics of suspended concrete slabs. M.Sc. Thesis, University of Bristol; 1992 Williams, 1994, Evaluation of methods for predicting occupant-induced vibrations in concrete floors, The Structural Engineer, 72, 334 Feltham I. Private communication with the developers of the Concrete Society vibration serviceability guidelines published in CSTR43; 1995 Griffin, 1996 ISO: ISO 10137-bases for design of structures-serviceability of buildings against vibrations. Geneva: International Standardisation Organisation; 1992 BSI: BS 6472-evaluation of human exposure to vibration in buildings (1–80 Hz). Milton Keynes: British Standards Institution; 1992 ISO: ISO 2631. Part 2. Evaluation of human exposure to whole-body vibration: continuous and shock-induced vibration in buildings. Switzerland: International Organization for Standardization; 1989 Wyatt TA. SCI publication 076-design guide on the vibration of floors. Ascot: SCI/CIRIA; 1989 Ohlsson SV. Floor vibrations and human discomfort. Ph.D. Thesis, Chalmers University of Technology, Gothenburg; 1982 Szilard, 1974 Clough RW, Penzien J. Dynamics of structures, International Edition. New York: McGraw-Hill; 1993 Smith, 1988 Pavic A. Vibration serviceability of long-span cast in-situ concrete floors. Ph.D. Thesis, University of Sheffield; 1999 Ellis, 2000, On the response of long-span floors to walking loads generated by individuals and crowds, The Structural Engineer, 78, 17 Eriksson P-E. Vibration of low-frequency floors-dynamic forces and response prediction, Ph.D. Thesis (in English). Gothenburg: Chalmers University of Technology; 1994 Pavic, 1999, Experimental assessment of vibration serviceability of existing office floors under human-induced excitation, Experimental Techniques, 23, 41, 10.1111/j.1747-1567.1999.tb01305.x Pavic A, Reynolds P, Waldron P, Bennett, KJ. Dynamic modelling of post-tensioned concrete floors using finite element analysis. Finite Elements in Analysis and Design. Paper accepted for publication