Abstract
In this paper, the latest identification techniques both in the time and in the frequency domains, are applied to the data obtained from the dynamic monitoring of the reinforced concrete tower of the Provincial Administration Building of Bari (Italy). The tower, dating back to the thirties of the 20th century and about 60 m tall, is not only a typical example of the fascist architectural style, but it is an important symbol of the city itself. The extraction of the modal parameters from ambient vibration data has been carried out by using the ARTeMIS Extractor Pro 2010 software. Three different Operational Modal Analysis (OMA) methods have been utilized: EFDD, SSI and Crystal Clear-SSI. The first two couples of bending mode shapes are also estimated and shown.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Sepe V, Speranza E, Viskovic A. A method for large-scale vulnerability assessment of historic towers. Structural Control & Health Monitoring (2008);15(3):389-415.
Valluzzi MR, da Porto F, Modena C. Structural investigation and strengthening of the Civic Tower in Vicenza. Proc. of Structural Faults and Repairs, Repairs, London UK: 2003
Ivorra S, Pallarés FJ. Dynamic investigations on a masonry bell tower. Engineering Structures 2006; 28(5):660-7.
Gentile C, Saisi A. Ambient vibration testing of historic masonry towers for structural identification and damage assessment. Construction & Building Materials 2007; 21(6):1311-21.
Julio ENBS, da Silva Rebelo CAS, Dias da Costa DASG. Structural assessment of the tower of the University of Coimbra by modal identification. Engineering Structures 2008; 30:3648-77.
Lepidi M, Gattulli V, Foti D. Swinging-bell resonances and their cancellation identified by dynamical testing in a modern bell tower. Engineering Structures, Elsevier 2009; 31 (7):1486-1500.
Ramos LF, Marques L, Lourenco PB, de Roeck G, Campo-Costa A, Roque J. Monitoring historical masonry structures with operational modal analysis: Two case studies. Mechanical Systems and Signal Processing 2010;24:1291-1305
Bayraktar A, Sevim B, Altunisik A C, Türker T. Earthquake analysis of reinforced concrete minarets using ambient vibration tests results. The Structural Design of Tall and Special Buildings 2008;19:257-73. DOI: 10.1002/tal.464.
Jacobsen NJ, Thorhauge O. Data acquisition systems for Operational Modal Analysis. Proc. of the 3rd IOMAC, 215-222, Porto Novo (Ancona) 2009.
Masjedian MH, Keshmiri M. A review on Operational Modal Analysis researches: classification of methods and applications. Proc. of the 3rd IOMAC, 707-718, Starrylink, Brescia 2009.
Brincker R, Zhang L, Andersen P. Modal identification of output-only systems using frequency domain decomposition. Smart Materials and Structures 2001;10:441-5.
Peeters B, De Roeck G. Stochastic System Identification for Operational Modal Analysis: A Review. Journal of Dynamic Systems Measurement & Control 2001;123(4):659-67.
ARTeMIS Extractor Pro software. Issued by Structural Vibration Solutions ApS. NOVI Science Park, Niels Jernes Vej 10, DK 9220 Aalborg East, Denmark; 2010.
Diaferio M, Foti D, Mongelli M, Giannoccaro NI. Dynamic behavior of a Historic Tower in Bari. Proc. of 14th European Conference on Earthquake engineering, 30 August-3 September 2010, Ohrid, Republic of Macedonia.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2011 Springer Science + Business Media, LLC
About this paper
Cite this paper
Diaferio, M., Foti, D., Mongelli, M., Giannoccaro, N.I., Andersen, P. (2011). Operational Modal Analysis of a Historic Tower in Bari. In: Proulx, T. (eds) Civil Engineering Topics, Volume 4. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, New York, NY. https://doi.org/10.1007/978-1-4419-9316-8_31
Download citation
DOI: https://doi.org/10.1007/978-1-4419-9316-8_31
Published:
Publisher Name: Springer, New York, NY
Print ISBN: 978-1-4419-9315-1
Online ISBN: 978-1-4419-9316-8
eBook Packages: EngineeringEngineering (R0)