Abstract
It is very important to distinguish the reason of change in natural frequencies of structures either caused by a possible damage or environmental conditions (temperature and humidity). In this study, the changes in the dynamic properties of masonry and reinforced concrete minarets under environmental effects, such as temperature and humidity, were investigated. The masonry minarets of İskenderpaşa, Hacı Kasım, and Tavanlı Mosques and the reinforced concrete minarets of Karadeniz Technical University, Dilaveroğlu and Papatya Mosques in Trabzon were monitored by ambient vibration test method, and the relationship between natural frequencies and temperature and humidity was tried to be determined. For this purpose, the natural frequencies of these minarets were measured at certain intervals under different temperature and humidity conditions over a period of approximately 6 months. The vibration measurement system which was developed by our research team was used in the measurements. From the data collected by these measurements, the variation intervals of the natural frequencies (the smallest and the highest values), the percentages of change and their relations with temperature and humidity were revealed. This relationship was determined using linear–non-linear simple and multiple regression analyses. From this study, it was found that the natural frequencies change under environmental effects, such as temperature and humidity, and this rate of change was approximately 7%. There was moderate correlation in Tavanlı, Dilaveroğlu, and Papatya Minarets, and strong correlation in Hacı Kasım Minaret.
Similar content being viewed by others
References
Gentile C, Guidobaldi M, Saisi A (2016) One-year dynamic monitoring of a historic tower: damage detection under changing environment. Meccanica 51(11):2873–2889. https://doi.org/10.1007/s11012-016-0482-3
Masciotta MG, Roque JCA, Ramos LF, Lourenço PB (2016) A multidisciplinary approach to assess the health state of heritage structures: the case study of the church of monastery of Jerónimos in Lisbon. Constr Build Mater 116:169–187. https://doi.org/10.1016/j.conbuildmat.2016.04.146
Saisi A, Guidobaldi M, Gentile C (2016) On site ınvestigation and health monitoring of a historic tower in Mantua, Italy. Appl Sci 6(173):1–18. https://doi.org/10.3390/app6060173
Cavalagli N, Comanducci G, Gentile C, Guidobaldi M, Saisi A, Ubertini F (2017) Detecting earthquake-ınduced damage in historic masonry towers using continuously monitored dynamic response-only data. Proc Eng 199:3416–3421. https://doi.org/10.1016/j.proeng.2017.09.581
Ramos LF, Marques L, Lourenço PB, De Roeck G, Campos-Costa A, Roque J (2010) Monitoring historical masonry structures with operational modal analysis: two case studies. Mech Syst Signal Process 24(5):1291–1305. https://doi.org/10.1016/j.ymssp.2010.01.011
Saisi A, Gentile C, Guidobaldi M (2015) Post-earthquake continuous dynamic monitoring of the Gabbia Tower in Mantua, Italy. Constr Build Mater 81:101–112. https://doi.org/10.1016/j.conbuildmat.2015.02.010
Xia Y, Chen B, Weng S, Ni YQ, Xu YL (2012) Temperature effect on vibration properties of civil structures: a literature review and case studies. J Civ Struct Heal Monit 2(1):29–46. https://doi.org/10.1007/s13349-011-0015-7
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. Mech Syst Signal Process 82:307–322. https://doi.org/10.1016/j.ymssp.2016.05.025
Gentile C, Ruccolo A, Saisi A (2019) Continuous dynamic monitoring to enhance the knowledge of a historic bell-tower. Int J Architect Herit 13(7):992–1004. https://doi.org/10.1080/15583058.2019.1605552
Gentile C, Ruccolo A, Canali F (2019) Continuous monitoring of the Milan Cathedral: dynamic characteristics and vibration-based SHM. J Civ Struct Heal Monit 9(5):671–688. https://doi.org/10.1007/s13349-019-00361-8
Kita A, Cavalagli N, Ubertini F (2019) Temperature effects on static and dynamic behavior of Consoli Palace in Gubbio, Italy. Mech Syst Signal Process 120:180–202. https://doi.org/10.1016/j.ymssp.2018.10.021
Cabboi A, Gentile C, Saisi A (2017) From continuous vibration monitoring to fem-based damage assessment: Application on a stone-masonry tower. Constr Build Mater 156:252–265. https://doi.org/10.1016/j.conbuildmat.2017.08.160
https://www.analog.com/en/products/adxl355.html?doc=ADXL_355.pdf. Accessed 20 Jan 2019
https://www.direnc.net/klon-arduino-nano-328-ft232rl. Accessed 07 Mar 2019
Bayraktar A, Sevim B, Altunişik AC, Türker T (2010) Earthquake analysis of reinforced concrete minarets using ambient vibration test results. Struct Des Tall Special Build 19(3):257–273. https://doi.org/10.1002/tal.464
Tuluk Öİ (2007) Trabzon İskenderpaşa Mosque: a historical review on the physical development process. J Int Karadeniz Invest Stud 3(3):9–24
Çalık İ (2017) Identification of experimental dynamic characteristics of historical mosques and minarets and evaluation of restoration effects. PhD thesis, Karadeniz Technical University, Trabzon
Özen H, Tuluk Öİ, Engin HE, Düzenli Hİ, Sümerkan MR, Tutkun M, Demirkaya FÜ, Keleş S (2010) Trabzon urban cultural assets inventory. Trabzon Governorship Provincial Culture and Tourism Directorate Publications
Çalık İ, Bayraktar A, Türker T (2016) Experimental dynamic characteristics of historical masonry stone mosques with wooden roof. J Vakıflar 45:189–207. https://doi.org/10.16971/vd.49522
https://yandex.com.tr/harita/org/iskenderpasa_cami/36306276114/?l=sat&ll=39.732419%2C41.004976&z=18. Accessed 26 Dec 2021
https://yandex.com.tr/harita/org/hacikasim_cami/23114156376/?l=sat&ll=39.724360%2C41.003805&z=18. Accessed 26 Dec 2021
https://yandex.com.tr/harita/org/tavanli_cami/32475624331/?l=sat&ll=39.727768%2C41.001326&z=18. Accessed 26 Dec 2021
Bayraktar A, Sevim B, Altunışık AC, Türker T (2009) Analytical and operational modal analyses of Turkish style reinforced concrete minarets for structural identification. Exp Tech 33(2):65–75. https://doi.org/10.1111/j.1747-1567.2008.00400.x
Bayraktar A, Sevim B, Altunışık AC, Türker T (2010) Earthquake analysis of reinforced concrete minarets using ambient vibration test results. Struct Des Tall Special Build 19(3):257–273. https://doi.org/10.1002/tal.464
https://yandex.com.tr/harita/org/karadeniz_teknik_universite_cami/1056150329/?l=sat&ll=39.769993%2C40.996128&z=18. Accessed 26 Dec 2021
https://yandex.com.tr/harita/org/sancak_mahallesi_sahil_cami/175878003570/?l=sat&ll=39.846919%2C40.959512&z=18. Accessed 26 Dec 2021
https://yandex.com.tr/harita/?l=sat&ll=40.912035%2C41.118001&z=18. Accessed 26 Dec 2021
Matlab Mathworks Inc (1999) MATLAB user guide. Natick, MA
Ambient Response Testing and Modal Identification Software, Structural Vibration Solutions, Denmark
Peeters B, Roeck GD (2000) Reference based stochastic subspace identification in civil engineering. Inverse Probl Civ Eng 8(1):47–74. https://doi.org/10.1080/174159700088027718
Peeters B (2000) System identification and damage detection in civil engineering. PhD thesis, KU Leuven, Belgium
Yao Y, Li X, Yang Z, Li L, Geng D, Huang P, Song Z (2022) Vibration characteristics of corn combine harvester with the time-varying mass system under non-stationary random vibration. Agriculture 12(11):1963. https://doi.org/10.3390/agriculture12111963
Liu B, Shi Y, Liu K, Li T, Wang S (2022) Dynamic characterization of a reinforcement rammed wall for the earthen ruins. Shock Vib. https://doi.org/10.1155/2022/3439431
Standoli G, Giordano E, Milani G, Clementi F (2021) Model updating of historical belfries based on OMA identification techniques. Int J Architect Herit 15(1):132–156. https://doi.org/10.1080/15583058.2020.1723735
Brincker R, Zhang L, Andersen P (2000) Modal identification from ambient responses using frequency domain decomposition. In: 18th international modal analysis conference, San Antonio, USA, vol 4062(2), pp 625–630
Jacobsen NJ, Andersen P, Brincker R (2006) Using enhanced frequency domain decomposition as a robust technique to harmonic excitation in operational modal analysis. In: Proceedings of ISMA2006: international conference on noise and vibration engineering, Leuven, Belgium
Giordano E, Marcheggiani L, Formisano A, Clementi F (2022) Application of a non-invasive technique for the preservation of a fortified masonry tower. Infrastructures 7(3):30. https://doi.org/10.3390/infrastructures7030030
Milani G, Clementi F (2021) Advanced seismic assessment of four masonry bell towers in Italy after operational modal analysis (OMA) identification. Int J Architect Herit 15(1):157–186. https://doi.org/10.1080/15583058.2019.1697768
Sangirardi M, Altomare V, De Santis S, De Felice G (2022) Detecting damage evolution of masonry structures through computer-vision-based monitoring methods. Buildings 12(6):831. https://doi.org/10.3390/buildings12060831
Çalık İ, Bayraktar A, Türker T, Akköse M (2020) Empirical formulation for estimating the fundamental frequency of historical stone mosques with masonry domes. Struct Des Tall Special Build 29(9):e1732. https://doi.org/10.1002/tal.1732
Alpaslan E, Hacıefendioğlu K, Demir G, Birinci F (2020) Response surface-based finite-element model updating of a historic masonry minaret for operational modal analysis. Struct Des Tall Special Build 29(9):e1733. https://doi.org/10.1002/tal.1733
Aymelek A, Yanik Y, Demirtaş B, Yildirim Ö, Çalik İ, Türker T (2023) Full-scale structural evaluations of İskenderpaşa minaret. Structures 55:1028–1044. https://doi.org/10.1016/j.istruc.2023.06.055
IBM Corp. Released (2019) IBM SPSS statistics for windows version 26.0. IBM Corp, Armonk, NY
Acknowledgements
This work was supported by Office of Scientific Research Projects of Karadeniz Technical University, under Project No. FYL-2022-10134. The authors would like to thank Dr. İsmet ÇALIK who is Director of Trabzon Foundation Regional Directorate for his great contributions to structure information of all minarets and field tests.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no conflict of interest.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Yanik, Y., Aymelek, A., Yildirim, Ö. et al. Variations of natural frequencies of masonry minarets due to environmental effects. J Civil Struct Health Monit 14, 635–661 (2024). https://doi.org/10.1007/s13349-023-00745-x
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s13349-023-00745-x