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Investigation of the earthquake behavior of the historical Adana great clock tower using FEM updated based on environmental vibration data

Authors

Hakan Erkek Department of Civil Engineering, Faculty of Engineering, Osmaniye Korkut Ata University, Osmaniye (Türki-ye)
Musa Yetkin Department of Civil Engineering, Faculty of Engineering, Fırat University, Elazığ (Türkiye)
Yusuf Calayır Department of Civil Engineering, Faculty of Engineering, Yalova University, Yalova (Türkiye)

DOI:

https://doi.org/10.7764/RDLC.23.2.335

Keywords:

Model updating, historical Clock Tower, dynamic characteristics, earthquake behavior, 1998 Adana-Ceyhan earthquake.

Abstract

In this study, the historical Adana great clock tower's dynamic characteristics (natural frequencies and mode shapes) were determined using the operational modal analysis (OMA) method. The finite element model (FEM) of the Clock Tower was updated based on the experimentally obtained dynamic characteristics. The update process was performed manually using the material properties of the Clock Tower. Linear dynamic analyses of the structures under earthquake loadings were performed using its updated finite element model. The acceleration records of the 1998 Adana-Ceyhan earthquake, scaled according to the horizontal elastic design spectrum defined in TBEC (2018) were used for dynamic input. The displacements, maximum and minimum principal stresses of the Clock Tower were obtained and evaluated. As a result of the analyses, it was determined that there was a potential for damage to the Clock Tower due to exceeding the tensile strength of the walls, but the potential for damage to the Clock Tower due to exceeding the compressive strength of the walls is weak.

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References

Adalier, K., & Aydingun, O. (2001). Structural engineering aspects of the June 27, 1998 Adana–Ceyhan (Turkey) earthquake. Engineering Structures, 23(4), 343–355. https://doi.org/10.1016/S0141-0296(00)00046-8

Adam, M. A., El-Salakawy, T. S., Salama, M. A., & Mohamed, A. A. (2020). Assessment of structural condition of a historic masonry minaret in Egypt. Case Studies in Construction Materials, 13, e00409. https://doi.org/10.1016/j.cscm.2020.e00409

Akhlaq, H., Butt, F., Alwetaishi, M., Riaz, M., Benjeddou, O., & Hussein, E. E. (2022). Structural Identification of a 90 m High Minaret of a Landmark Structure under Ambient Vibrations. Buildings, 12(2). https://doi.org/10.3390/buildings12020252

Allemang, R. J. (2003). The modal assurance criterion - Twenty years of use and abuse. Sound and Vibration, 37(8), 14–21.

Altıok, T. Y., & Demir, A. (2021). Collapse mechanism estimation of a historical masonry minaret considered soil-structure interaction. Earthquake and Structures, 21(2), 161–172. https://doi.org/10.12989/eas.2021.21.2.161

Altunişik, A. C., Genç, A. F., Günaydin, M., Okur, F. Y., & Karahasan, O. Ş. (2018). Dynamic response of a historical armory building using the finite element model validated by the ambient vibration test. JVC/Journal of Vibration and Control, 24(22), 5472–5484. https://doi.org/10.1177/1077546318755559

ANSYS User’s Manual Version 19R1. Finite Element Software Swanson Analysis System.

Avci, O., Alkhamis, K., Abdeljaber, O., Alsharo, A., & Hussein, M. (2022). Operational modal analysis and finite element model updating of a 230 m tall tower. Structures, 37, 154–167. https://doi.org/10.1016/j.istruc.2021.12.078

Bayraktar, A., Çalik, I., & Türker, T. (2022). A Simplified Fundamental Frequency Formulation Based on In-Situ Tests for Masonry Stone Minarets. Experimental Techniques, 46(2), 225–238. https://doi.org/10.1007/s40799-021-00474-0

Bayraktar, A., & Hökelekli, E. (2021). A cost-effective FRCM technique for seismic strengthening of minarets. Engineering Structures, 229, 111672. https://doi.org/10.1016/j.engstruct.2020.111672

Brownjohn, J. M. W., Raby, A., Bassitt, J., Antonini, A., Hudson, E., & Dobson, P. (2018). Experimental modal analysis of British rock lighthouses. Marine Structures, 62, 1–22. https://doi.org/10.1016/j.marstruc.2018.07.001

Calayır, Y., Yetkin, M., & Erkek, H. (2021). Finite element model updating of masonry minarets by using operational modal analysis method. Structures, 34, 3501–3507. https://doi.org/10.1016/j.istruc.2021.09.103

de Silva, F., Pitilakis, D., Ceroni, F., Sica, S., & Silvestri, F. (2018). Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction. Soil Dynamics and Earthquake Engineering, 109, 235–250. https://doi.org/10.1016/j.soildyn.2018.03.012

Dedeoğlu, İ.Ö., Yetkin, M., Calayır, Y., & Erkek, H. (2024). January 24, 2020 Sivrice-Elazig (Turkiye) Earthquake: The Seismic Assessment of the Earth-quake Territory, Geotechnical Findings and Performance of Masonry Buildings. Iranian Journal of Science and Technology-Transactions of Civil Engineering, 48, 2393-2412. https://doi.org/10.1007/s40996-023-01318-0

DEMA-Disaster and Emergency Management Agency. (2022). Earthquake Department of the Disaster and Emergency Management Presidency. Ankara, Türkiye.

DEMA-Disaster and Emergency Management Agency. (2018). Turkish Building Earthquake Code 2018 (TBEC-2018).

Emre, Ö., Duman, T., Özalp, S., Elmacı, H., & Olgun, Ş. (2011). 1:250,000 Scale Active Fault Map Series of Turkey, Adana (NJ 36-12) Quadrangle. Gen-eral Directorate of Mineral Research and Exploration, 33.

Erkek, H., & Yetkin, M. (2023). Assessment of the performance of a historic minaret during the Kahramanmaraş earthquakes (Mw 7.7 and Mw 7.6). Structures, 58, 105620. https://doi.org/10.1016/j.istruc.2023.105620

Eurocode 6: Design of Masonry Structures. (2007). CEN.

Genç, A. F., Ergün, M., Günaydin, M., Altunişik, A. C., Ateş, Ş., Okur, F. Y., & Mosallam, A. S. (2019). Dynamic analyses of experimentally-updated FE model of historical masonry clock towers using site-specific seismic characteristics and scaling parameters according to the 2018 Turkey building earthquake code. Engineering Failure Analysis, 105, 402–426. https://doi.org/10.1016/j.engfailanal.2019.06.054

Gentile, C., Saisi, A., & Cabboi, A. (2015). Structural Identification of a Masonry Tower Based on Operational Modal Analysis. International Journal of Architectural Heritage, 9(2), 98–110. https://doi.org/10.1080/15583058.2014.951792

Kinnaird, T., & Robertson, A. (2013). Tectonic and sedimentary response to subduction and incipient continental collision in southern Cyprus, easternmost mediterranean region. Geological Society Special Publication, 372(1), 585–614. https://doi.org/10.1144/SP372.10

Livaoğlu, R., Baştürk, M. H., Doğangün, A., & Serhatoğlu, C. (2016). Effect of geometric properties on dynamic behavior of historic masonry minaret. KSCE Journal of Civil Engineering, 20(6), 2392–2402. https://doi.org/10.1007/s12205-016-0622-2

Lorenzoni, F., Valluzzi, M. R., Salvalaggio, M., Minello, A., & Modena, C. (2017). Operational modal analysis for the characterization of ancient water towers in Pompeii. Procedia Engineering, 199, 3374–3379. https://doi.org/10.1016/j.proeng.2017.09.446

Maraş, M. M., Özmen, A., Sayın, E., & Ayaz, Y. (2022). Seismic Assessment of the Historical Sütlü Minaret Mosque. Periodica Polytechnica Civil Engi-neering, 66(2), 445–459. https://doi.org/10.3311/PPci.19400

Milani, G., & Clementi, F. (2021). Advanced Seismic Assessment of Four Masonry Bell Towers in Italy after Operational Modal Analysis (OMA) Identifi-cation. International Journal of Architectural Heritage, 15(1), 157–186. https://doi.org/10.1080/15583058.2019.1697768

Şentürk, İ., Ergün, M., & Artar, M. (2022). Seismic behavior assessment of historical Alaeddin Bey Mosque and strengthening suggestions by CFRP fabric and steel plate. Engineering Failure Analysis, 137, 106242. https://doi.org/10.1016/j.engfailanal.2022.106242

Sezer, L.İ. (1999). Adana Sismotektonik Yöresinde Depremsellik ve Deprem Riski. Ege Coğrafya Dergisi, 10, 83–124 (in Turkish).

Shabani, A., Feyzabadi, M., & Kioumarsi, M. (2022). Model updating of a masonry tower based on operational modal analysis: The role of soil-structure interaction. Case Studies in Construction Materials, 16, e00957. https://doi.org/10.1016/j.cscm.2022.e00957

Standoli, G., Giordano, E., Milani, G., & Clementi, F. (2021). Model Updating of Historical Belfries Based on Oma Identification Techniques. International Journal of Architectural Heritage, 15(1), 132–156. https://doi.org/10.1080/15583058.2020.1723735

Tomazevic, M. (1999). Earthquake-Resistant Design of Masonry Buildings (Vol. 1). Imperial College Press and Distributed by World Scientific Publishing CO. https://doi.org/10.1142/p055

Türkeli, E., Livaoğlu, R., & Doğangün, A. (2015). Dynamic response of traditional and buttressed reinforced concrete minarets. Engineering Failure Analy-sis, 49, 31–48. https://doi.org/10.1016/j.engfailanal.2014.12.002

Ubertini, F., Comanducci, G., Cavalagli, N., Laura Pisello, A., Luigi Materazzi, A., & Cotana, F. (2017). Environmental effects on natural frequencies of the San Pietro bell tower in Perugia, Italy, and their removal for structural performance assessment. Mechanical Systems and Signal Processing, 82, 307–322. https://doi.org/10.1016/j.ymssp.2016.05.025

Usta, P. (2021). Assessment of seismic behavior of historic masonry minarets in Antalya, Turkey. Case Studies in Construction Materials, 15, e00665. https://doi.org/10.1016/j.cscm.2021.e00665

Yetkin, M., Calayir, Y., & Erkek, H. (2018a). Determining dynamic characteristics of reinforced concrete minarets and updating of their finite element models using environmental vibration data. Turkish Journal of Science and Technology, 13(1), 93-98.

Yetkin, M., Calayir, Y., Sayin, E., & Karaton, M. (2018b). Nonlinear seismic behavior of a historical dam for different soil groups. Sigma Journal of Engi-neering and Natural Sciences, 36(4), 1009-1022.

Yetkin, M., Dedeoğlu, İ.Ö., & Calayır, Y. (2021a). Investigation and assessment of damages in the minarets existing at Elazig after 24 January 2020 Sivrice Earthquake. Fırat University Journal of Engineering Science, 33(2), 379-389 (in Turkish). https://doi.org/10.35234/fumbd.838261

Yetkin, M., Erkek, H., & Calayır, Y. (2021b). Comparison of measurements with and without reference in operational modal analysis method: A minaret example. Journal of the Institute of Science and Technology, 11(3), 2069-2078 (in Turkish). https://doi.org/10.21597/jist.778875

Yetkin, M., Dedeoğlu, İ.Ö., & Tunç, G. (2024). February 6, 2023, Kahramanmaraş twin earthquakes: Evaluation of ground motions and seismic perfor-mance of buildings for Elazığ, southeast of Türkiye. Soil Dynamics and Earthquake Engineering 181, 108678. https://doi.org/10.1016/j.soildyn.2024.108678

Yurdakul, M., Yılmaz, F., Artar, M., Can, Ö., Öner, E., & Daloğlu, A. T. (2021). Investigation of time-history response of a historical masonry minaret under seismic loads. Structures, 30(July), 265–276. https://doi.org/10.1016/j.istruc.2021.01.008

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Published

2024-08-30

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2024-08-31 (2)
2024-08-30 (1)

How to Cite

Erkek, H., Yetkin, M., & Calayır, Y. (2024). Investigation of the earthquake behavior of the historical Adana great clock tower using FEM updated based on environmental vibration data. Revista De La Construcción. Journal of Construction, 23(2), 335–353. https://doi.org/10.7764/RDLC.23.2.335