Table of Contents Author Guidelines Submit a Manuscript
The Scientific World Journal
Volume 2014, Article ID 518608, 8 pages
Research Article

Identification of Historical Veziragasi Aqueduct Using the Operational Modal Analysis

Department of Civil Engineering, Ege University, 35100 İzmir, Turkey

Received 30 August 2013; Accepted 17 October 2013; Published 8 January 2014

Academic Editors: D. G. Aggelis and N. Alver

Copyright © 2014 E. Ercan and A. Nuhoglu. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. P. B. Lourenço, Computational strategies for masonry structures [Ph.D. thesis], Delft University Press, Delft, The Netherlands, 1996.
  2. P. B. Lourenço, Assessment of the Stability Conditions of Cistercian Cloister, 2, International congress on Studies in Ancient Structures, Istanbul, Turkey, 2001.
  3. L. Binda, G. Gatti, G. Mangano, C. Poggi, and L. G. Sacchi, “The collapse of the Civic Tower of Pavia: a survey of the materials and structure,” Mason International, vol. 20, no. 6, pp. 11–20, 1992. View at Google Scholar
  4. A. Bayraktar, T. Türker, B. Sevim, A. C. Altunışık, and F. Yıldırım, “Modal parameter identification of Hagia Sophia bell-tower via ambient vibration test,” Journal of Nondestructive Evaluation, vol. 28, no. 1, pp. 37–47, 2009. View at Google Scholar
  5. K. Bernardeschi, C. Padovani, and G. Pasquinelli, “Numerical modelling of the structural behaviour of Buti's bell tower,” Journal of Cultural Heritage, vol. 5, no. 4, pp. 371–378, 2004. View at Publisher · View at Google Scholar · View at Scopus
  6. A. Bayraktar, B. Sevim, A. C. Altunışık, S. Atamtürktür, and F. Birinci, “Assessment of nonlinear seismic performance of a restored historical arch bridge using ambient vibrations,” Nonlinear Dynamics, vol. 63, no. 4, pp. 755–770, 2011. View at Google Scholar
  7. M. M. Aktepe, İzmir Yazıları: Camiler, Hanlar, Medreseler, Sebiller, Hazırlayan Yayınları, Fikret Yılmaz, İzmir BB Kültür, İzmir, Turkey, 2003.
  8. TS 699, Methods of Testing Natural Building Stones, Institute of Turkish Standards, Ankara, Turkey, 1987.
  9. R. Ulusay, C. Gökçeoglu, and A. Binal, Rock Mechanics Laboratory Experiments, Turkish Chambers of Geology Engineers, Ankara, Turkey, 2001.
  10. ASTM, Standard Method for Laboratory Determination of Pulse Velocities and Ultrasonic Elastic Constants of Rock, 1996, D2845-97, 1969.
  11. “European Committee for Standardization,” Eurocode 6, Brussels, Belgium, 1996.
  12. A. Koçak, Linear and nonlinear analysis of historical masonry structures under static and dynamic loads case study: Küçük Ayasofya mosque [Ph.D. thesis], Yildiz Technical University, Istanbul, Turkey, 1999.
  13. M. Sansalone, “Impact-echo: the complete story,” ACI Structural Journal, vol. 94, no. 6, pp. 777–786, 1997. View at Google Scholar · View at Scopus
  14. N. Ata, S. Mihara, and M. Ohtsu, “Imaging of ungrouted tendon ducts in prestressed concrete by improved SIBIE,” NDT and E International, vol. 40, no. 3, pp. 258–264, 2007. View at Publisher · View at Google Scholar · View at Scopus
  15. K. Nakahara and M. Kitahara, “Inversion of defects by linearized inverse scattering methods with measured waveforms,” in Proceedings International Symposium on Inverse Problems in Engineering Mechanics (ISIP '00), pp. 9–18, Springer, Berlin, Germany, 2002.
  16. M. Ohtsu and T. Watanabe, “Stack imaging of spectral amplitudes based on impact-echo for flaw detection,” NDT and E International, vol. 35, no. 3, pp. 189–196, 2002. View at Publisher · View at Google Scholar · View at Scopus
  17. SAP2000, Integrated Finite Element Analysis and Design of Structures, Computers and Structures, Berkeley, Calif, USA, 2005.
  18. OMA, Operational Modal Analysis, Release 4. 0, Structural Vibration Solution A/S, Aalborg East, Denmark, 2006.