Araştırma Makalesi


DOI :10.26650/JTADP.01.002   IUP :10.26650/JTADP.01.002    Tam Metin (PDF)

Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus

İhsan Kasım KarataşBarış YıldızlarBarış Sayın

The walls and slabs of historic masonry buildings, as load-bearing members, tend to lose their strength and durability over time, which can lead to poor seismic performance. Rehabilitation and strengthening practices are performed to protect historic masonry structures and increase their lifespan. On the other hand, before a faithful restoration practice, assessing the seismic performance is important to perform strengthening work during restoration. With this purpose, this study presents a computational approach for seismic performance examination of a historic masonry building with unique architectural features constructed in the early 1930s. The study was composed of two stages; a historical background examination and a computational examination based on numerical analyses. The historical examination includes addressing all functional changes in the building from the construction

date to the present. The numerical analyses involved preparing a three-dimensional finite element (FE) model based on the current state of the building and subjecting it to seismic loading. The analysis results revealed that the building is not seismically safe. The study is believed to provide a valuable contribution to the literature by presenting a numerical seismic assessment of the masonry building for consideration in the restoration process.


PDF Görünüm

Referanslar

  • AFAD (2020) Turkey Earthquake Risk Map Interactive Web Application. Available at: tdth.afad.gov.tr/TDTH/main.xhtml google scholar
  • Akro Co. (Akro Bilgisayar Mühendislik Mimarlık San. ve Tic. Ltd. Şti) (2012). google scholar
  • Altıntaş A. (2011). Hastaneden, Fakülteye; Cerrahpaşa 44.Yıl Anısına. Müka Press, İstanbul. google scholar
  • Betti M., & Vignoli A. (2008) Assessment of seismic resistance of a basilica-type church under earthquake loading: Modelling and analysis, Advances in Engineering Software, 39(4), 258-283. doi: 10.1016/j.advengsoft.2007.01.004 google scholar
  • Branco M., & Guerreiro L.M. (2011) Seismic rehabilitation of historical masonry buildings’, Engineering Structures, 33(5), pp. 1626-1634. doi: 10.1016/j.engstruct.2011.01.033. google scholar
  • Çelikkollu A. (2017) Mod Sayısı. Accessed on: celikkollu.medeniyetmuhendisleri:celikkollu.medeniyet muhendis-leri.com/index.php?topic=364.0 google scholar
  • Çöğürcü M.T. (2007) Strengthening of Masonry Structures with Horizontal Jointing Strengthening Method. PhD thesis, Science Institute, Selçuk University google scholar
  • Ercan E. (2010) Structural safety determining of historical masonry structures by analytical and experimental methods. PhD thesis, Science Institute, Ege University google scholar
  • Koçak A. (1999) The Linear and non-linear analysis of the historical buildings under static and dynamic loading: The study of Küçük Ayasofya Camii, PhD thesis, Yıldız Technical University, Science Institute google scholar
  • Midas Gen 2019 (2019) MIDAS Information Technology Co., Ltd. v.2.1 google scholar
  • Okumuş V. (2019) SINAN (Software Integrated Nonlinear Analysis). İstanbul.v google scholar
  • Okumuş V. (2019) SINAN (Software Integrated Nonlinear Analysis). İstanbul. google scholar
  • Proger S.p.A. & ZH Kılıç Co. (2013) Master Proje, Cerrahpaşa Yerleşkesi Eski Derslik Binası (Sağlık Yönetimi) Proje No:12-c Rölöve Raporu. İstanbul Üniversitesi Yapı İşleri ve Teknik Daire Başkanlığı. google scholar
  • Roca P. Cervera M., Gariup G., & Pela’ L. (2010) Structural analysis of masonry historical constructions. Classical and advanced approaches, Archives of Computational Methods in Engineering, 17(3), 299-325. doi: 10.1007/s11831-010-9046-1. google scholar
  • Sallio N. (2005) Researching and retrofitting of existing masonry building for earthquake resistance. MSc thesis, Pamukkale University, Science Institute google scholar
  • Sarı N., Özaydın Z., & Akgün B. (2009) Kuruluşundan Günümüze Cerrahpaşa Tıp Fakültesi 1827-1967-2007. Türkiye İş Bankası, ISBN: 9789754206814 google scholar
  • Soveja L., Budescu M.,& Gosav I. (2013) Modelling Methods for Unreinforced Masonry Structures, Bul- google scholar
  • letin of the Polytechnic Institute of Iasi - Construction & Architecture Section, 63(6), 19-31. Available at: google scholar
  • search.ebscohost.com/login.aspxdirect=true&db=a9h&AN=97179852&lang=tr&site= eds-live google scholar
  • SRMGHS (2017) Seismic Risks Management Guide for Historical Structures, General Directorate of Foundations, Ankara, Turkey (in Turkish) google scholar
  • Taliercio A., & Binda L. (2006) On the reliability of linear elastic analyses of historical masonry buildings: A case study, Journal of Building Appraisal, 2(4), 301-312. doi: 10.1057/palgrave.jba.2950051. google scholar
  • TBEC (2018) Turkey Building Seismic Code: Rules for design of buildings under earthquake effect, Official Gazzette, 18.03.2018, 30364 (in Turkish) google scholar
  • Temur R., Yıldızlar B., Damcı E., & Öztorun N.K. (2013) İstanbul Üniversitesi Cerrahpaşa Yerleşkesi Hızlı Durum Tespit Çalışması, 2. Türkiye Deprem Mühendisliği ve Sismoloji Konferansı google scholar
  • TS498 (1987) Design Loads for Buildings, Turkish Standard Institute, Ankara google scholar
  • USGS. Vs30 Models and Data. USGS: usgs.maps.arcgis.com/apps/webappviewer/ index.html?id=8ac19bc334f747e486550f32837578e1 google scholar
  • Yıldızlar B., & Akçay C. (2018) Determination of the Safety Level of Historical Structures: A Case Study. Süleyman Demirel University. Available at: search.ebscohost.com/ login.aspx?direct=true&db=ir00559a&AN=tuda.article.414101&lang=tr&site=eds-live, google scholar

Atıflar

Biçimlendirilmiş bir atıfı kopyalayıp yapıştırın veya seçtiğiniz biçimde dışa aktarmak için seçeneklerden birini kullanın


DIŞA AKTAR



APA

Karataş, İ.K., Yıldızlar, B., & Sayın, B. (2023). Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus. Journal of Technology in Architecture Design and Planning, 1(1), 10-26. https://doi.org/10.26650/JTADP.01.002


AMA

Karataş İ K, Yıldızlar B, Sayın B. Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus. Journal of Technology in Architecture Design and Planning. 2023;1(1):10-26. https://doi.org/10.26650/JTADP.01.002


ABNT

Karataş, İ.K.; Yıldızlar, B.; Sayın, B. Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus. Journal of Technology in Architecture Design and Planning, [Publisher Location], v. 1, n. 1, p. 10-26, 2023.


Chicago: Author-Date Style

Karataş, İhsan Kasım, and Barış Yıldızlar and Barış Sayın. 2023. “Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus.” Journal of Technology in Architecture Design and Planning 1, no. 1: 10-26. https://doi.org/10.26650/JTADP.01.002


Chicago: Humanities Style

Karataş, İhsan Kasım, and Barış Yıldızlar and Barış Sayın. Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus.” Journal of Technology in Architecture Design and Planning 1, no. 1 (Feb. 2024): 10-26. https://doi.org/10.26650/JTADP.01.002


Harvard: Australian Style

Karataş, İK & Yıldızlar, B & Sayın, B 2023, 'Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus', Journal of Technology in Architecture Design and Planning, vol. 1, no. 1, pp. 10-26, viewed 24 Feb. 2024, https://doi.org/10.26650/JTADP.01.002


Harvard: Author-Date Style

Karataş, İ.K. and Yıldızlar, B. and Sayın, B. (2023) ‘Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus’, Journal of Technology in Architecture Design and Planning, 1(1), pp. 10-26. https://doi.org/10.26650/JTADP.01.002 (24 Feb. 2024).


MLA

Karataş, İhsan Kasım, and Barış Yıldızlar and Barış Sayın. Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus.” Journal of Technology in Architecture Design and Planning, vol. 1, no. 1, 2023, pp. 10-26. [Database Container], https://doi.org/10.26650/JTADP.01.002


Vancouver

Karataş İK, Yıldızlar B, Sayın B. Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus. Journal of Technology in Architecture Design and Planning [Internet]. 24 Feb. 2024 [cited 24 Feb. 2024];1(1):10-26. Available from: https://doi.org/10.26650/JTADP.01.002 doi: 10.26650/JTADP.01.002


ISNAD

Karataş, İhsanKasım - Yıldızlar, Barış - Sayın, Barış. Finite Element Analysis of a Historic Masonry Building with Unique Architectural Features: A Case of KLP Building at İÜC Cerrahpaşa Campus”. Journal of Technology in Architecture Design and Planning 1/1 (Feb. 2024): 10-26. https://doi.org/10.26650/JTADP.01.002



ZAMAN ÇİZELGESİ


Gönderim14.02.2023
Kabul03.05.2023
Çevrimiçi Yayınlanma13.06.2023

LİSANS


Attribution-NonCommercial (CC BY-NC)

This license lets others remix, tweak, and build upon your work non-commercially, and although their new works must also acknowledge you and be non-commercial, they don’t have to license their derivative works on the same terms.


PAYLAŞ




İstanbul Üniversitesi Yayınları, uluslararası yayıncılık standartları ve etiğine uygun olarak, yüksek kalitede bilimsel dergi ve kitapların yayınlanmasıyla giderek artan bilimsel bilginin yayılmasına katkıda bulunmayı amaçlamaktadır. İstanbul Üniversitesi Yayınları açık erişimli, ticari olmayan, bilimsel yayıncılığı takip etmektedir.