Finite-Element Model Calibration of Historical Masonry Domes Using Operational Modal Testings
Publication: Journal of Performance of Constructed Facilities
Volume 30, Issue 2
Abstract
This paper aims to determine the dynamic characteristics, such as natural frequencies, mode shapes and damping ratios, of two different domed structures, namely Hamza Paşa Mausoleum and Kavak Meydan Fountain, built in the sixteenth century by experimental methods. The experimental dynamic characteristics are used to develop initial analytical models and update these models. Analytical models of the structures are constituted using finite element theoretical software, and dynamic characteristics are determined analytically. The experimental measurements are carried out by operational modal testing under environmental loads, which are wind and traffic loads, and the dynamic characteristics are identified experimentally. Vibration responses are collected from the dome’s outer surface for Hamza Paşa Mausoleum and the dome pulley’s inner surface for Kavak Meydan Fountain. Measurement time, frequency span, and effective mode number are determined by considering pretest measurement results. At the end of the study, analytical and experimental dynamic characteristics are compared with each other and the finite element models of these domed structures are updated by changing material properties and boundary conditions.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This research was supported by the TUBITAK and Karadeniz Technical University under Research Grant No. 106M038 and 2005.112.001.1. Also. I thanks to Fatma Nur TURAN, Emre SARI and Hasan SESLI.
References
Atamtürktür, H. S. (2006). “Structural assessment of Guastavino domes.” Graduate School Dept. of Architectural Engineering, Pennsylvania State Univ., PA.
Bayraktar, A., Altunışık, A. C., Birinci, F., Sevim, B., and Türker, T. (2010). “Finite element analysis and vibration testing of a two-span masonry arch bridge.” J. Perform. Constr. Facil., 46–52.
Bayraktar, A., Altunışık, A. C., Sevim, B., and Türker, T. (2011). “Seismic response of a historical masonry minaret using a fe model updated with operational modal testing.” J. Vib. Control, 17(1), 129–149.
Bayraktar, A., Altunışık, A. C., Sevim, B., Türker, T., Akköse, M., and Coşkun, N. (2008). “Modal analysis, experimental validation and calibration of a historical masonry minaret.” J. Test. Eval., 36(6), 516–524.
Bayraktar, A., Birinci, F., Altunısık, A. C., Türker, T., and Sevim, B. (2009a). “Finite element model updating of Senyuva historical arch bridge using ambient vibration tests.” Baltic J. Road Bridge Eng., 4(4), 177–185.
Bayraktar, A., Türker, T., Sevim, B., Altunışık, A. C., and Yıldırım, F. (2009b). “Modal parameter identification of Hagia Sophia bell-tower via ambient vibration test.” J. Nondestr. Eval., 28(1), 37–47.
Bendat, J. S., and Piersol, A. G. (2004). Random data: Analysis and measurement procedures, 3th Ed., Wiley, New York.
Crandall, D. P. (2000). The place of stunted ironwood trees: A year in the lives of the cattle-herding Himba of Namibia, Continuum International Publishing Group, New York, 269.
Ewins, D. J. (1995). Modal testing: Theory and practice, Wiley, New York.
Gentile, C., and Saisi, A. (2007). “Ambient vibration testing of historic masonry towers for structural identification and damage assessment.” Constr. Build. Mater., 21(6), 1311–1321.
Hitchcock, D. (2009). “Don’s maps.” Mezhirich—Mammoth Camp.
Jacobsen, N. J., Andersen, P., and Brincker, R. (2006). “Using enhanced frequency domain decomposition as a robust technique to harmonic excitation in operational modal analysis.” Proc., ISMA2006: Int. Conf. on Noise and Vibration Engineering, Katholieke Univ., Belgium.
Maia, N., and Silva, J. (1997). Theoretical and experimental modal analysis, Research Studies Press, Taunton, MA.
OMA 4.0 (Operational Modal Analysis) [Computer software]. Denmark, Structural Vibration Solution A/S.
Overschee, P. V., and Moor, B. D. (1996). Subspace identification for linear systems: Theory, implementation and applications, Kluwer Academic Publishers, Dordrecht, Netherlands.
Peeters, B. (2000). “System identification and damage detection in civil engineering.” Ph.D. thesis, Katholieke Univ., Belgium.
Ren, W. X., Harik, I. E., Blandford, G. E., Lenett, M., and Baseheart, T. M. (2004). “Roebling suspension bridge. II: Ambient testing and live-load response.” J. Bridge Eng., 119–126.
SAP2000. [Computer software]. Berkeley, CA, Computers and Structures.
Wilkie, D. S., and Morelli, G. A. (2010). “Forest foragers: A day in the life of efe pygmies in the democratic republic of congo.” Cultural Survival Quarterly, Democratic Republic of the Congo.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Jul 17, 2014
Accepted: Oct 16, 2014
Published online: Dec 17, 2014
Discussion open until: May 17, 2015
Published in print: Apr 1, 2016
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.