Abstract
Developments involving building re-use can present numerous challenges with respect to evaluation of structural floor capacity and establishing controls for serviceability. Retrofit strategies can be particularly challenging when engineering drawings of the structure are scant, or even non-existent. This paper presents a case study involving renovation of a light-weight mezzanine warehouse floor into executive office space. During early construction the floor was observed to be particularly lively, attributable to its lightweight, long-span construction and lack of non-structural elements. The author was engaged by the client to assess the floor and evaluate expected performance following fit-out. This included field measurements of frequency response and footfall vibrations, development of a computer model and correlation of the model with the field data. Simulations were conducted to validate random force models presented in the literature. The force and response models were then employed to assess expected performance of the floor. All modeling was conducted in the absence of engineering drawings, providing valued lessons on FEM techniques for floor systems. Measurements were also conducted following partial fit-out to track the change in the floor’s dynamics and footfall responses.
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References
Murray MM, Allen DE, Ungar EE (1997) Floor vibrations due to human activity. AISC/CISC Steel Design Guide Series 11, American Institute of Steel Construction, Chicago, IL
Smith AL, Hicks SJ, Devine PJ (2007) Design of floors for vibration: a new approach. SCI Publication 354, The Steel Construction Institute, Ascot, UK
ISO 10137:2007 (2007) Bases for design of structures – serviceability of buildings and walkways against vibrations. International Organization for Standardization, Geneva, Switzerland
Živanović S, Pavić A (2009) Probabilistic modeling of walking excitation for building floors, ASCE J Perf Const Fac 23(3):132–143
ISO 2631-2 (2003) Evaluation of human exposure to whole-body vibration. Part 2: continuous and shock-induced vibration in buildings (1 to 80Â Hz). International Organization for Standardization, Geneva, Switzerland
National Building Code of Canada, NBCC (2005) Commentary D: deflection and vibration criteria for serviceability and fatigue limit states, 2nd edn. Canadian Commission on Building and Fire Codes, National Research Council of Canada, Ottawa
SAP2000 Version 15.1.0. Computers and structures (CSI), Berkeley, CA.
Pavić A, Misković Z, Reynolds P (2007) Modal testing and finite-element model updating of a lively open-plan composite building floor. J Struct Eng 133(4):550–558
Ungar EE, Zapfe JA, Kemp JD (2004) Predicting footfall-induced vibrations of floors. Sound Vib 38(11):16–24
Brownjohn JMW, Pavić A, Omenzetter P (2004) A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking. Can J Civil Eng 31:65–77
Setareh M (2010) Vibration serviceability of a building floor structure. 1: dynamic testing and computer modeling. ASCE J Perf Const Fac 24(6):497–507
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© 2013 The Society for Experimental Mechanics, Inc.
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Pridham, B. (2013). Assessment of Floor Vibrations for Building Re-use: A Case Study. In: Catbas, F., Pakzad, S., Racic, V., Pavic, A., Reynolds, P. (eds) Topics in Dynamics of Civil Structures, Volume 4. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, New York, NY. https://doi.org/10.1007/978-1-4614-6555-3_47
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DOI: https://doi.org/10.1007/978-1-4614-6555-3_47
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