Sayın Dr. Darendelioğlu,
Derginiz Cilt 12, Sayı 2’sinde yer alan “Determination of ground-based structural problems in the historical four-legged minaret with ground penetration radar” başlıklı ve DOI sayısı https://doi.org/10.46810/tdfd.1224164 olan makalemizin aşağıda gerekçesi açıklanan nedenden ötürü düzeltilen ve ekte sunulan bu halinin derginizin Aralık 2023 sayısında düzeltme makalesi olarak yer alması ve basılmasını saygılarımla arz ederim.
Makalemizde yer alan ve mevcut basılı halinde bölüm “4.2.3. Column scanning” olarak sunulan, makale kapsamında incelenen yapının kolonlarının 3 boyutlu tarama görüntülerinin de yer aldığı kısmın hem gerekli analizleri hem de analiz sonuçlarının yorumlanması bu alanda uzman bir firma (MEFA MÜHENDİSLİK) tarafından ücreti mukabilinde yaptırılmıştır. Söz konusu firma, 3 boyutlu görsel olarak, başka bir yere ait olduğu sonradan anlaşılan 3 boyutlu görüntüleri tarafımıza gönderilen GPR Etüt Raporunda kullanmıştır. Bu etüt raporunda da yer alan ve makalemizde Şekil 17 (Figure 17)’de sunulan 3 boyutlu görüntülerin Zimer Mühendislik Müş. Hiz. İnş. Tic. Ltd. Şti. firması tarafından örnek olması mahiyetinde gönderilmiş başka bir yapıya ait görüntüler olduğu makale yayımlandıktan sonra fark edilmiştir. Mefa Mühendislik firmasından, makalede incelenen yapıya ait görüntüler talep edilmiş ancak bulunamadığından gönderilememiştir. Yapılan yorumlamalar ve tartışmalar gerçek ölçümlere ait görüntülere istinaden yapılmış olsa da 3 boyutlu görüntülerin olmadığı bir ortamda bu yorumlamaların ve tartışmaların amacına uygun olmayacağı kanaatindeyiz. Bu yüzden makalenin %5’lik bir kısmından daha azını oluşturan ve genel perspektifte makalede öne sürülen hipotezi ve sunulan bulguları değiştirmeyecek nitelikteki bu analiz sonuçlarına dair bilgiler ve sonuçlar ekte yer alan makalenin düzeltilmiş versiyonundan çıkarılmıştır.
Burada, literatüre sunmuş olduğumuz bu hatalı veriden ötürü özür diler, makalemizin düzeltilmiş versiyonunun tarafınızca kabul edilip bu hatanın düzeltilmesi hususunda gerekli hassasiyetin gösterilmesini saygılarımızla arz ederiz.
Dr. Süleyman İPEK
Sorumlu Yazar
Abstract
Hem inşa edildiği dönem hem de sahip olduğu eşsiz mimariyle önemli bir yere sahip olan Dört Ayaklı Minare, Diyarbakır’ın tarihi Suriçi Bölgesinin güneydoğu diliminde yer almaktadır. Şeyh Mutahhar Cami avlusu dışında ve Dört Ayaklı Minare Sokak içinde bulunan bu yapı, yekpare taş sütun üzerinde bazalt malzemeden dört köşeli olarak inşa edilmiş olup, dört adet silindirik formlu sütunla taşıtılmaktadır. 2015 yılından sonra minarede kısmi hasarlar meydana gelmiştir. 2016-2019 yılları arasında yapılan restorasyon çalışmalarında bu kısmi hasarlar giderilmeye çalışılmıştır. Ancak yapılan bu restorasyon çalışmalarında zemine yönelik herhangi bir aletsel tespit ve inceleme yapılmamıştır. Bu çalışmada, Dört Ayaklı Minare ve çevresinde gözlemsel olarak jeolojik ve aletsel olarak jeofizik etütler yapılmıştır. Dört Ayaklı Minare’nin zemin durumu ve yapı malzemelerinin durumu, zemin penetrasyon radarından yapılan taramalarla tespit edilmiş ve yapıda meydana gelen hasarların zemin durumu ile ilgili olup olmadığı analiz edilmiştir. Yapılan çalışma neticesinde, duvarda kırık ve çatlaklar, zeminde kırık, çatlak ve su sızıntılarına bağlı çökmeler olduğu tespit edilmiştir. Son olarak, bu hasarlara yönelik onarım önerileri de bu çalışmada sunulmuştur.
Sullivan AM. Cultural Heritage & New Media: A Future for the Past. John Marshall Rev Intel Prop Law. 2016;15(3):604-46.
UNESCO [Internet]. Cultural Heritage; 2022 [cited 2022 November 19]. Available from: https://en.unesco.org/creativity/sites/creativity/files/cdis/heritage_dimension.pdf
Logan WS. Closing Pandora’s Box: Human rights conundrums in cultural heritage protection. In: Silverman H, Ruggless DF, editors. Cultural Heritage and Human Rights. Springer, New York-ABD, 2007; p. 33-52.
Ortega-Ramirez J, Bano M, Cordero-Arce MT, Villa-Alvarado LA, Frafa CC. Application of Non-invasive Geophysical Methods (GPR and ERT) to Locate the Ancient Foundations of the First Cathedral of Puebla, Mexico: A case study. J Appl Geophy. 2020;174:103958.
Işık N, Halifeoğlu FM, İpek S. Nondestructive testing techniques to evaluate the structural damage of historical city walls. Constr Build Mater. 2020;253:119228.
Bağbancı, MB, Bağbancı, ÖK. Structural health monitoring through vibration-based approaches. Shock Vibr. 2018;2018:9853896.
Usta, P. Assessment of seismic behavior of historic masonry minarets in Antalya, Turkey. Case Stud Constr Mater. 2021;15:e00665.
Günaydın, M, Tonyalı, Z. Dynamic response of a reinforced concrete minaret. J Struct Eng App Mech. 2018;1(2):62-72.
Ercan, E, Arısoy, B, Hökelekli, E, Nuhoğlu, A. Estimation of seismic damage propagation in a historical masonry minaret. Sigma J Eng Nat Sci. 2017;5(4):647-666.
Beysanoğlu Ş. Anıtları ve Kitabeleri ile Diyarbakır Tarihi 2, Irmak Matbaası, Ankara-Turkey; 1998.
Han Z. Diyarbakır kültür envanteri, Cilt 1, T.C. Diyarbakır Valiliği İl Kültür ve Turizm Müdürlüğü, Müze Müdürlüğü, Diyarbakır-Turkey; 2015.
Umar, MU, Hanafi, MH, Latip, NA. Analysis of non-destructive testing of historic building structures. Australian J Basic App Sci. 2015;9(7):326-330.
Moropoulou, A, Labropoulos KC, Delegou, ET, Karoglou, M, Bakolas, A. Non-destructive techniques as a tool for the protection of built cultural heritage. Constr Build Mater. 2013;48,1222-1239.
Işık N, Halifeoğlu FM, İpek S. Detecting the ground-dependent structural damages in a historic mosque by employing GPR. J App Geophy. 2022;199:104606.
Alani AM, Tosti F, Ciampoli LB, Gagliardi V, Benedetto A. An integrated investigative approach in health monitoring of masonry arch bridges using GPR and InSAR technologies. NDT&E Inter. 2020;115:102288.
Imposa S. Infrared Thermography and Georadar Techniques Applied to the “Sala delle Nicchie” (Niches Hall) of Palazzo Pitti, Florence (Italy). J Cult Herit. 2010;11:259-264.
Ranalli D, Scozzafava M, Tallini M. Ground penetrating radar investigations for the restoration of historic buildings: the case study of the Collemaggio Basilica (L’Aquila, Italy). J Cult Herit. 2004;5(1):91-99.
Lubowiecka I, Armesto J, Arias P, Lorenzo H. Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics. Eng Struct. 2009;31(11):2667-2676.
Masini N, Persico R, Rizzo E. Some examples of GPR prospecting for monitoring of the monumental heritage. J Geophy Eng. 2010;7(2):190-199.
Pieraccini M, Noferini L, Mecatti D, Luzi G, Atzeni C, Persico R, Soldovieri R. Advanced processing techniques for step-frequency continuous-wave penetrating radar: The case study of “Palazzo Vecchio” Walls (Firenze, Italy). Res Nondestruct Eva. 2006;17(2):71-83.
Yalçiner CÇ, Bano M, Kadioglu M, Karabacak V, Meghraoui M, Altunel E. New temple discovery at the Archaeological Site of Nysa (Western Turkey) using GPR method. J Archaeol Sci. 2009;36:1680-1689.
UNESCO [Internet]. United Nations Educational, Scientific and Cultural Organization – World Heritage in Turkey; 2016 [cited 2022 November 19]. Available from: http://www.unesco.org.tr/Content_Files/Content/Yayinlar/wht_2016.pdf
Atılgan A [Internet]. Diyarbakır’da Dört Ayaklı Minare; 2015 [cited 2022 December 04]. Available from: http://mimdap.org/2015/12/diyarbakyrda-dort-ayakly-minare-arif-atylgan
Işık N, Halifeoğlu FM, İpek S. A Proposal for the Conservation and Integration of Historic Diyarbakır City Walls: the Urfa Gate. Towers and City Walls, Turkish J Nat Sci. 2020;9(2):146-156.
Wikipedia [Internet]. Turkey; 2022 [cited 2022 November 20]. Available from: https://commons.wikimedia.org/w/index.php?curid=7818230
Wikipedia [Internet]. Diyarbakır; 2022 [cited 2022 November 20]. Available from: https://commons.wikimedia.org/w/index.php?curid=7123114
Conyers LB. Ground-Penetrating Radar for Archaeology (Geophysical Methods for Archaeology), 3th Edition, Lanham, AltaMira Press, Rowman & Littlefield Publishers; 2013.
Kadıoğlu S, Ulugergerli EU. Determination of cavities using ground penetrating radar in Dalaman-Akköprü Dam construction area. The 16th International Geophysical Congress and Exhibition of Turkey, 7-10 December, Ankara; 2004.
Davis JL, Annan, AP. Ground-penetrating radar for high-resolution mapping of soil and rock stratigraphy. Geophysical Prospecting, 1989;37:531-551.
Reynolds JM. An Introduction to Applied and Environmental Geophysics, John Wiley & Sones, New York-USA; 1997.
Daniels DJ. Ground Penetrating Radar (Radar, Sonar and Navigation), 2nd Edition, The Institution of Electrical Engineers, London-England; 2004.
Phthon-3 GPR [Internet]. Radar Systems Inc. Products; 2022 [cited 2022 November 23]. Available from: http://www.radsys.lv/en/products-soft/products/prod/6
Leucci G, Negri S. Use of ground penetrating radar to map subsurface archaeological features in an urban area. J Archaeol Sci. 2006;33:502-512.
MTA [Internet]. Geoscience Mapviewer and Drawing Editor, General Directorate of Mineral Research and Exploration; 2022 [cited 2022 November 26]. Available from: http://yerbilimleri.mta.gov.tr/anasayfa.aspx
Erratum:
Erratum: Determination of Ground-Based Structural Problems in the Historical Four-Legged Minaret with Ground Penetration Radar
Year 2023,
Volume: 12 Issue: 4, 171 - 183, 28.12.2023
Dr. Darendelioğlu,
I respectfully request that our article titled “Determination of ground-based structural problems in the historical four-legged minaret with ground penetration radar”, which was published in Volume 12, Issue 2 of your journal and whose DOI number is https://doi.org/10.46810/tdfd.1224164, be published as a correction article in the December 2023 issue of your journal for the reason explained below.
Both the necessary analysis and the interpretation of the results of the 3D scanning images of the columns of the building examined in the article, which is presented as section “4.2.3. Column scanning” in the current version of our article, were made by a company (MEFA MÜHENDİSLİK) specialized in this field for a fee. The company utilized 3D images in the GPR Survey Report provided to us, but it was later discovered that the images belonged to a different building. The 3D images in this survey report, presented in Figure 17 of our article, were captured by Zimer Engineering Müş. Hiz. İnş. Tic. Ltd. Şti. are images of another structure provided by the company as an exemplary reference. This has been noticed after the article was released. Images of the structure analyzed in the article were requested from Mefa Engineering Company, but could not be sent since they could not be found. Although the company based the interpretations and discussions on images of actual measurements, we do not deem them appropriate for use in an environment without access to 3D images. For this reason, the analysis results, which make up less than 5% of the article and do not affect the presented hypothesis and findings, have been excluded from the revised version of the article that is included in the appendix.
We apologize for the incorrect data presented in our article and respectfully ask that you accept the corrected version. We understand the importance of accuracy and appreciate your attention to this matter.
Dr. Süleyman İPEK
Corresponding Author
Abstract
The Four-Legged Minaret, which has an important place thanks to its building period and unique architecture, is located in the southeastern part of the historical Suriçi region of Diyarbakır. This structure located outside the courtyard of Sheikh Mutahhar Mosque and inside the Dört Ayaklı Minare Street was built on a monolithic stone column from basalt material in a tetragon plan and is carried by four columns that are in cylindrical form. After 2015, partial damages occurred to the minaret. During the restoration works carried out between 2016-2019, these partial damages were tried to be repaired. But the condition of the ground was not instrumentally detected and investigated in these restoration works. In the present study, observational geological and instrumental geophysical studies were carried out on the Four-Legged Minaret and its surrounding area. The ground condition of the Four-Legged Minaret and the situation of its construction materials were determined by scannings achieved from the ground penetration radar and whether the damages in the structure were related to the ground condition was analyzed. As a consequence of the study, fractures and cracks were detected in the wall, and fractures, cracks, and water leakage-dependent collapses were detected on the floor. Besides, finally, repair recommendations for these damages are also presented in this study.
Sullivan AM. Cultural Heritage & New Media: A Future for the Past. John Marshall Rev Intel Prop Law. 2016;15(3):604-46.
UNESCO [Internet]. Cultural Heritage; 2022 [cited 2022 November 19]. Available from: https://en.unesco.org/creativity/sites/creativity/files/cdis/heritage_dimension.pdf
Logan WS. Closing Pandora’s Box: Human rights conundrums in cultural heritage protection. In: Silverman H, Ruggless DF, editors. Cultural Heritage and Human Rights. Springer, New York-ABD, 2007; p. 33-52.
Ortega-Ramirez J, Bano M, Cordero-Arce MT, Villa-Alvarado LA, Frafa CC. Application of Non-invasive Geophysical Methods (GPR and ERT) to Locate the Ancient Foundations of the First Cathedral of Puebla, Mexico: A case study. J Appl Geophy. 2020;174:103958.
Işık N, Halifeoğlu FM, İpek S. Nondestructive testing techniques to evaluate the structural damage of historical city walls. Constr Build Mater. 2020;253:119228.
Bağbancı, MB, Bağbancı, ÖK. Structural health monitoring through vibration-based approaches. Shock Vibr. 2018;2018:9853896.
Usta, P. Assessment of seismic behavior of historic masonry minarets in Antalya, Turkey. Case Stud Constr Mater. 2021;15:e00665.
Günaydın, M, Tonyalı, Z. Dynamic response of a reinforced concrete minaret. J Struct Eng App Mech. 2018;1(2):62-72.
Ercan, E, Arısoy, B, Hökelekli, E, Nuhoğlu, A. Estimation of seismic damage propagation in a historical masonry minaret. Sigma J Eng Nat Sci. 2017;5(4):647-666.
Beysanoğlu Ş. Anıtları ve Kitabeleri ile Diyarbakır Tarihi 2, Irmak Matbaası, Ankara-Turkey; 1998.
Han Z. Diyarbakır kültür envanteri, Cilt 1, T.C. Diyarbakır Valiliği İl Kültür ve Turizm Müdürlüğü, Müze Müdürlüğü, Diyarbakır-Turkey; 2015.
Umar, MU, Hanafi, MH, Latip, NA. Analysis of non-destructive testing of historic building structures. Australian J Basic App Sci. 2015;9(7):326-330.
Moropoulou, A, Labropoulos KC, Delegou, ET, Karoglou, M, Bakolas, A. Non-destructive techniques as a tool for the protection of built cultural heritage. Constr Build Mater. 2013;48,1222-1239.
Işık N, Halifeoğlu FM, İpek S. Detecting the ground-dependent structural damages in a historic mosque by employing GPR. J App Geophy. 2022;199:104606.
Alani AM, Tosti F, Ciampoli LB, Gagliardi V, Benedetto A. An integrated investigative approach in health monitoring of masonry arch bridges using GPR and InSAR technologies. NDT&E Inter. 2020;115:102288.
Imposa S. Infrared Thermography and Georadar Techniques Applied to the “Sala delle Nicchie” (Niches Hall) of Palazzo Pitti, Florence (Italy). J Cult Herit. 2010;11:259-264.
Ranalli D, Scozzafava M, Tallini M. Ground penetrating radar investigations for the restoration of historic buildings: the case study of the Collemaggio Basilica (L’Aquila, Italy). J Cult Herit. 2004;5(1):91-99.
Lubowiecka I, Armesto J, Arias P, Lorenzo H. Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics. Eng Struct. 2009;31(11):2667-2676.
Masini N, Persico R, Rizzo E. Some examples of GPR prospecting for monitoring of the monumental heritage. J Geophy Eng. 2010;7(2):190-199.
Pieraccini M, Noferini L, Mecatti D, Luzi G, Atzeni C, Persico R, Soldovieri R. Advanced processing techniques for step-frequency continuous-wave penetrating radar: The case study of “Palazzo Vecchio” Walls (Firenze, Italy). Res Nondestruct Eva. 2006;17(2):71-83.
Yalçiner CÇ, Bano M, Kadioglu M, Karabacak V, Meghraoui M, Altunel E. New temple discovery at the Archaeological Site of Nysa (Western Turkey) using GPR method. J Archaeol Sci. 2009;36:1680-1689.
UNESCO [Internet]. United Nations Educational, Scientific and Cultural Organization – World Heritage in Turkey; 2016 [cited 2022 November 19]. Available from: http://www.unesco.org.tr/Content_Files/Content/Yayinlar/wht_2016.pdf
Atılgan A [Internet]. Diyarbakır’da Dört Ayaklı Minare; 2015 [cited 2022 December 04]. Available from: http://mimdap.org/2015/12/diyarbakyrda-dort-ayakly-minare-arif-atylgan
Işık N, Halifeoğlu FM, İpek S. A Proposal for the Conservation and Integration of Historic Diyarbakır City Walls: the Urfa Gate. Towers and City Walls, Turkish J Nat Sci. 2020;9(2):146-156.
Wikipedia [Internet]. Turkey; 2022 [cited 2022 November 20]. Available from: https://commons.wikimedia.org/w/index.php?curid=7818230
Wikipedia [Internet]. Diyarbakır; 2022 [cited 2022 November 20]. Available from: https://commons.wikimedia.org/w/index.php?curid=7123114
Conyers LB. Ground-Penetrating Radar for Archaeology (Geophysical Methods for Archaeology), 3th Edition, Lanham, AltaMira Press, Rowman & Littlefield Publishers; 2013.
Kadıoğlu S, Ulugergerli EU. Determination of cavities using ground penetrating radar in Dalaman-Akköprü Dam construction area. The 16th International Geophysical Congress and Exhibition of Turkey, 7-10 December, Ankara; 2004.
Davis JL, Annan, AP. Ground-penetrating radar for high-resolution mapping of soil and rock stratigraphy. Geophysical Prospecting, 1989;37:531-551.
Reynolds JM. An Introduction to Applied and Environmental Geophysics, John Wiley & Sones, New York-USA; 1997.
Daniels DJ. Ground Penetrating Radar (Radar, Sonar and Navigation), 2nd Edition, The Institution of Electrical Engineers, London-England; 2004.
Phthon-3 GPR [Internet]. Radar Systems Inc. Products; 2022 [cited 2022 November 23]. Available from: http://www.radsys.lv/en/products-soft/products/prod/6
Leucci G, Negri S. Use of ground penetrating radar to map subsurface archaeological features in an urban area. J Archaeol Sci. 2006;33:502-512.
MTA [Internet]. Geoscience Mapviewer and Drawing Editor, General Directorate of Mineral Research and Exploration; 2022 [cited 2022 November 26]. Available from: http://yerbilimleri.mta.gov.tr/anasayfa.aspx
İpek, S., Işık, N., & Halifeoğlu, F. M. (2023). Erratum: Determination of Ground-Based Structural Problems in the Historical Four-Legged Minaret with Ground Penetration Radar. Türk Doğa Ve Fen Dergisi, 12(4), 171-183.
AMA
İpek S, Işık N, Halifeoğlu FM. Erratum: Determination of Ground-Based Structural Problems in the Historical Four-Legged Minaret with Ground Penetration Radar. TJNS. December 2023;12(4):171-183.
Chicago
İpek, Süleyman, Nursen Işık, and Fatma Meral Halifeoğlu. “Erratum: Determination of Ground-Based Structural Problems in the Historical Four-Legged Minaret With Ground Penetration Radar”. Türk Doğa Ve Fen Dergisi 12, no. 4 (December 2023): 171-83.
EndNote
İpek S, Işık N, Halifeoğlu FM (December 1, 2023) Erratum: Determination of Ground-Based Structural Problems in the Historical Four-Legged Minaret with Ground Penetration Radar. Türk Doğa ve Fen Dergisi 12 4 171–183.
IEEE
S. İpek, N. Işık, and F. M. Halifeoğlu, “Erratum: Determination of Ground-Based Structural Problems in the Historical Four-Legged Minaret with Ground Penetration Radar”, TJNS, vol. 12, no. 4, pp. 171–183, 2023.
ISNAD
İpek, Süleyman et al. “Erratum: Determination of Ground-Based Structural Problems in the Historical Four-Legged Minaret With Ground Penetration Radar”. Türk Doğa ve Fen Dergisi 12/4 (December 2023), 171-183.
JAMA
İpek S, Işık N, Halifeoğlu FM. Erratum: Determination of Ground-Based Structural Problems in the Historical Four-Legged Minaret with Ground Penetration Radar. TJNS. 2023;12:171–183.
MLA
İpek, Süleyman et al. “Erratum: Determination of Ground-Based Structural Problems in the Historical Four-Legged Minaret With Ground Penetration Radar”. Türk Doğa Ve Fen Dergisi, vol. 12, no. 4, 2023, pp. 171-83.
Vancouver
İpek S, Işık N, Halifeoğlu FM. Erratum: Determination of Ground-Based Structural Problems in the Historical Four-Legged Minaret with Ground Penetration Radar. TJNS. 2023;12(4):171-83.