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Gedik, Burak

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Profile URL
https://hdl.handle.net/20.500.14901/1528
Name Variants
Gedik Burak
B.Gedik
Gedik B.
Burak Gedik
Job Title
Araş. Gör.
Email Address
burak.gedik@erzurum.edu.tr
Main Affiliation
4.2. İnşaat Mühendisliği Bölümü
Status
Website
https://erzurum.edu.tr/personel/4032/burak-gedik#gsc.tab=0
ORCID ID
0000-0001-8355-3839
Scopus Author ID
59951346400
Turkish CoHE Profile ID
333592
Google Scholar ID
xZCuSOcAAAAJ
WoS Researcher ID
GSE-0048-2022

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2

Articles

2

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Now showing 1 - 2 of 2
  • Thumbnail Image
    Article
    The Effects of the Kahramanmaraş Earthquakes on Historical Masonry Minarets in Hatay, Türkiye
    (Springer India, 2025) Kocaman, Irfan; Gedik, Burak; Okuyucu, Dilek
    The present study investigates the seismic performance of historical masonry minarets in Hatay province following the 6 February 2023 Kahramanmara & scedil; earthquakes (Mw 7.7 and Mw 7.6). Masonry minarets, which are culturally significant elements of Islamic architectural heritage, are particularly vulnerable to seismic events. The study focuses on 12 damaged minarets, analysing their collapse mechanisms through field observations and finite element modelling. The finite element model of the Payas Sultan Selim Mosque minaret was developed using recorded ground motion data, and the results revealed that the observed collapse mechanism closely matches the numerical predictions. The analysis highlights that the balcony, upper body and spire are the most vulnerable sections due to their slender design and limited tensile strength. Additionally, the study emphasizes the lack of regulations specific to historical masonry minarets, underlining the need for tailored seismic design guidelines. The findings show that preserving architectural integrity by using consistent construction materials is critical for both structural safety and historical authenticity. These results provide valuable insights for preserving historical minarets and developing effective retrofitting strategies to ensure their long-term protection.
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    Article
    Experimental Investigation of Hydration Temperature Variation in Reinforced Concrete Beam Construction Under Winter Conditions
    (Elsevier - Division Reed Elsevier India Pvt Ltd, 2026) Gedik, Burak; Okuyucu, Dilek; Kazaz, Iker; Bingol, Ahmet Ferhat; Sahin, Muhammet; Sahin, Burak
    This study investigates the early-age thermal behaviour and hydration process of large-scale reinforced concrete beams cast under both winter and summer conditions, with a focus on the influence of fresh concrete temperature, admixture use, and environmental factors. Temperature monitoring was conducted for a minimum of 72 h using embedded sensors, and special attention was given to winter concreting under natural atmospheric conditions. Two winter casting scenarios were defined: Winter-1, with ambient temperatures below -15 degrees C, and Winter-2, ranging between -15 degrees C and +5 degrees C. Results show that fresh concrete temperature is the dominant factor in initiating hydration, with admixtures alone proving insufficient at low temperatures. Solar exposure and daytime casting significantly improved hydration behaviour, especially when specimens were covered with greenhouse plastic. In contrast, night-time casting under sub-zero temperatures delayed hydration by several hours, particularly in unheated conditions. Summer specimens exhibited consistent hydration aligned with reference laboratory behaviour. The temperature-time factor development of the without admixture winter group specimens average decreased by 39 % after 48 h. The findings highlight the importance of controlling fresh concrete temperature and utilizing environmental aids in cold weather concreting.