Abstract
Effects of structural flexibility on the dynamic performance of structures such as staircases, footbridges, and long span floors is becoming an increasingly important aspect of modern design. Cost reduction, improving efficiency of design, enhancement of aesthetic perception and, innovation in architectural forms often result in slender and lightweight structures that are significantly more flexible and vibration-prone than ever before. Consequently, meeting relevant vibration serviceability criteria, as opposed to ultimate strength requirements, is becoming the governing factor in the design of many new structures. Despite significant advances in numerical prediction of modal properties of structures using Finite Element (FE) modelling technique, there still exist challenges in accurate representation of the actual dynamic behaviour. This is mainly due to some inherent modelling uncertainties related to a lack of information on the as-built structures, such as uncertainties in boundary conditions, material properties and the effects of non-structural elements. This paper presents the results of a modal testing exercise carried out to assess the dynamic behaviour of a lively staircase structure. The assessment procedure includes a full-scale ambient vibration testing, modal identification and FE modelling and updating. In particular, the influence of boundary conditions and presence of handrails on dynamic properties of the structure are commented.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Zivanovic S, Pavic A, Reynolds P (2006) Modal testing and FE model tuning of a lively footbridge structure. Eng Struct 28(6):857–868
Kim S, Lee Y, Scanlon A et al (2007) Experimental assessment of vibration serviceability of stair systems. J Construct Steel Res 64(2):253–259
Brad D, Thomas M (2009) Slender monumental stair vibration serviceability. J Architect Eng 15(4):111–121
Zivanovic S, Pavic A, Reynolds P (2006) Finite element modelling and updating of a lively footbridge: the complete process. J Sound Vib 301(1–2):126–145
Modak S, Kundra T, Nakra B (2002) Comparative study of model updating methods using experimental data. Comput Struct 80(5–6):437–447
Brownjohn JMW, Xia P (2000) Dynamic assessment of curved cable-stayed bridge by model updating. J Struct Eng-ASCE 126(2):252–260
ABAQUS. (2010) Version 6.10, Documentation, ABAQUS
Structural vibration solutions, ARTeMIS extractor handy (2011) Release 5.2, Denmark
Brincker R, Zhang L, Andersen P (2000) Modal identification from ambient responses using frequency domain decomposition. In: Proceedings of the 18th international modal analysis conference (IMAC), San Antonio
FEMtools theoretical manual (2011) Version 3.5, Dynamic design solutions, Leuven
Acknowledgements
The authors would like to thank the University of Warwick for providing technical information about the structure subject of this study. Also financial support of Santander Research Grant Fund (Warwick-Santander partnership), “ADE Inversiones y Servicios” (CCT/10/VA0001) and Research Project BIA2011-28493-C02-02 (“Ministerio de Ciencia e Innovación”) are gratefully acknowledged.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2012 The Society for Experimental Mechanics, Inc. 2012
About this paper
Cite this paper
Belver, A.V., Zivanovic, S., Dang, H., Istrate, M., Iban, A.L. (2012). Modal Testing and FE Model Updating of a Lively Staircase Structure. In: Allemang, R., De Clerck, J., Niezrecki, C., Blough, J. (eds) Topics in Modal Analysis I, Volume 5. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, New York, NY. https://doi.org/10.1007/978-1-4614-2425-3_51
Download citation
DOI: https://doi.org/10.1007/978-1-4614-2425-3_51
Published:
Publisher Name: Springer, New York, NY
Print ISBN: 978-1-4614-2424-6
Online ISBN: 978-1-4614-2425-3
eBook Packages: EngineeringEngineering (R0)