Publication Cover
International Journal of Architectural Heritage
Conservation, Analysis, and Restoration
Volume 10, 2016 - Issue 4
294
Views
5
CrossRef citations to date
0
Altmetric
Original Articles

Experimental Dynamic Testing and Numerical Modeling of Historical Belfry

, , &
Pages 476-485 | Received 15 May 2014, Accepted 12 Dec 2014, Published online: 23 Jan 2015

References

  • Bennati, S., L. Nardini, and W. Salvatore. 2005a. Dynamic behavior of a medieval masonry bell tower. Part I: Experimental measurements and modeling of bell’s dynamic actions. Journal of Structural Engineering 131 (11):1647–1655.
  • Bennati, S., L. Nardini, and W. Salvatore. 2005b. Dynamic behavior of a medieval masonry bell tower. II: Measurement and modeling of the tower motion. Journal of Structural Engineering 131 (11):1656–1664.
  • Beconcini, M.L., S. Bennati, and W. Salvatore. 2001. Structural characterization of a medieval bell tower: first historical, experimental and numerical investigations. In Historical Constructions 2001, Possibilities of Numerical and Experimental Techniques, Proceedings 3rd Int. Seminar, Structural Analysis of Historical Constructions, eds. P.B. Lourenço and P. Roca, 431–444. Guimarães, Portugal.
  • Bolgia, C. 2003. The church of S. Maria in Aracoeli, Rome: from the earliest times to circa 1400. Ph.D. thesis, University of Warwick.
  • M., Brancia Di Apricena 2000. Il complesso dell’Aracoeli sul colle Capitolino (IX-XIX), Quasar Ed.
  • Brincker, R., L. Zhang, and P. Andersen. 2001a. Modal identification of output-only systems using frequency domain decomposition. Smart Materials and Structures 10:441–445.
  • Brincker, R., C.E. Ventura, and P. Andersen. 2001b. Damping estimation by frequency domain decomposition. Proceedings of 19th International Modal Analysis Conference, 441–446. Orlando, FL.
  • Casciati, S., and R. Al-Saleh. 2010. Dynamic behavior of a masonry civic belfry under operational conditions. Acta Mechanica 215 (1–4):211–224.
  • D’Ambrisi, A., V. Mariani, and M. Mezzi. 2012. Seismic assessment of a historical masonry tower with nonlinear static and dynamic analyses tuned on ambient vibration tests. Engineering Structures 36:21–219.
  • De Salvo, J.G., and R.W. Gorman. 1989. ANSYS Engineering Analysis System User’s Manual, Swanson Analysis Systems, Inc.
  • DIN4150-3. 1999. Structural Vibration. Part 3: Effects of Vibration on Structures. Deutsches Institut für Normung.
  • Gentile, C., and A. Saisi. 2007. Ambient vibration testing of historic masonry towers for structural identification and damage assessment. Construction and Building Materials 21 (6):1311–1321.
  • Gentile, C., and A. Saisi. 2013. Operational modal testing of historic structures at different levels of excitation. Construction and Building Materials 48:1273–1285.
  • Ivorra, S., and F.J. Pallarés. 2006. Dynamic investigations on a masonry bell tower. Engineering Structures 28 (5):660–667.
  • Ivorra, S., M.J. Palomo, and G. Verdú. 2005. Dynamic behaviour of a belfry caused by the swinging bells. International Journal of Solids and Structures 42(5–6):1669–1680.
  • Malmstrom, R. E. 1973. S. Maria in Aracoeli at Rome, Ph.D. thesis, New York University, New York.
  • Osmancikli, G., S. Uçak, F.N. Turan, T. Türker, and A. Bayraktar. 2012. Investigation of restoration effects on the dynamic characteristics of the Hagia Sophia bell-tower by ambient vibration test. Construction and Building Materials 29:564–572.
  • Rainieri, C., G. Fabbrocino, and G.M. Verderame. 2013. Non-destructive characterization and dynamic identification of a modern heritage building for serviceability seismic analyses. NDT & E International 60:17–31.
  • Russo, G., O. Bergamo, L. Damiani, and D. Lugato. 2010. Experimental analysis of the “Saint Andrea” Masonry Bell Tower in Venice. A new method for the determination of “Tower Global Young’s Modulus E”. Engineering Structures 32 (2):353–360.
  • Van Overschee, P., and B. De Moor. 1996. Subspace Identification For Linear Systems: Theory – Implementation – Applications. Dordrecht, The Netherlands: Kluwer Academic Publishers.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.