Ateş, Tahir

Profile Picture
Profile URL
https://hdl.handle.net/20.500.12514/7014
Name Variants
Ates, Tahir
Job Title
Doktor Öğretim Üyesi
Email Address
tahirates@artuklu.edu.tr
Main Affiliation
Department of Construction / İnşaat Bölümü
Status
Website
ORCID ID
0000-0003-3910-8126
Scopus Author ID
59383403700
Turkish CoHE Profile ID
60775
Google Scholar ID
WoS Researcher ID
JTT-1951-2023

Sustainable Development Goals

NO POVERTY1
NO POVERTY
0
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ZERO HUNGER2
ZERO HUNGER
0
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GOOD HEALTH AND WELL-BEING3
GOOD HEALTH AND WELL-BEING
0
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QUALITY EDUCATION4
QUALITY EDUCATION
0
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GENDER EQUALITY5
GENDER EQUALITY
0
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CLEAN WATER AND SANITATION6
CLEAN WATER AND SANITATION
0
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AFFORDABLE AND CLEAN ENERGY7
AFFORDABLE AND CLEAN ENERGY
0
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DECENT WORK AND ECONOMIC GROWTH8
DECENT WORK AND ECONOMIC GROWTH
0
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INDUSTRY, INNOVATION AND INFRASTRUCTURE9
INDUSTRY, INNOVATION AND INFRASTRUCTURE
0
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REDUCED INEQUALITIES10
REDUCED INEQUALITIES
0
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SUSTAINABLE CITIES AND COMMUNITIES11
SUSTAINABLE CITIES AND COMMUNITIES
2
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RESPONSIBLE CONSUMPTION AND PRODUCTION12
RESPONSIBLE CONSUMPTION AND PRODUCTION
0
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CLIMATE ACTION13
CLIMATE ACTION
0
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LIFE BELOW WATER14
LIFE BELOW WATER
0
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LIFE ON LAND15
LIFE ON LAND
0
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PEACE, JUSTICE AND STRONG INSTITUTIONS16
PEACE, JUSTICE AND STRONG INSTITUTIONS
0
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PARTNERSHIPS FOR THE GOALS17
PARTNERSHIPS FOR THE GOALS
0
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Documents

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Scholarly Output

3

Articles

2

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Supervised MSc Theses

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Supervised PhD Theses

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0.00

Scopus Citations per Publication

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Open Access Source

3

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ACADEMIC APPROACHES TO ENGINEERING ISSUES1
Applied Sciences1
Mathematics1
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Now showing 1 - 3 of 3
  • Thumbnail Image
    Book Part
    BEHAVIOUR, DESIGN AND STRENGTHENING TECHNIQUES OF MASONRY STRUCTURES AGAINST EARTHQUAKE EFFECTS
    (Iksad Publications, 2020) Ateş, Tahir
    Turkey, especially in masonry recently experienced an earthquake of this intensity has been shown in several instances that they create the overall effects on masonry structures. In these examples, there are masonry buildings that are not engineered, especially in rural areas, and the damage of these buildings has been pointed out. In particular, strengthening techniques that can be applied to both these damaged buildings and the earthquake-resistant design of undamaged or newly constructed masonry buildings are presented. Strengthening techniques stated in terms of applicability are the results of studies conducted in various universities, and it is known that these strengthening techniques are supported by laboratory experimental results.
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    Article
    Structural Detection and Restoration Proposal for the Mardin Şahkulubey Cupola
    (Mdpi, 2024) Ates, Tahir; Gokdemir, Ahmet; Ahiskali, Omer Kadir
    Background: Mardin is a unique city in terms of linguistic, religious, and cultural diversity, within an atmosphere of tolerance, while various historical artifacts reflect these to the present day. This ancient city hosted numerous civilizations and experienced peak economic and political stability in the 12th century during the Artukid period. Many of the works that have endured to this day reflect that period. The & Scedil;ahkulubey Cupola is one of the rare works that have survived to the present day. In this study, an analysis of the existing materials is performed to shed light on the restoration works related to the & Scedil;ahkulubey Cupola. Samples were taken from the east, west, north, and south facade walls, which were deteriorated structurally. Scanning Electron Microscopy (S.E.M.) and Energy Distribution Spectroscopy (E.D.S.) analyses were conducted, and the samples' related material properties were tested. In addition, the samples' density, water absorption, and compressive strength properties were measured. As a result, it will be possible to conduct the restoration works with materials compatible with the existing structure of the & Scedil;ahkulubey Cupola.
  • Thumbnail Image
    Article
    Structural Evaluation of the Historical Bridge in the Yukhari Bash Architectural Reserve: A Comparative Finite Element Analysis Before and After Restoration
    (MDPI, 2025) Dinc, Erdal; Ates, Tahir; Gokdemir, Ahmet; Isik, Rojat Aksoy; Aksoy Işık, Rojat
    This study investigates the structural behavior of the historical bridge located in the "Yukhari Bash" National Architectural Reserve Zone in Sheki, Azerbaijan, using finite element analysis (FEA) before and after its restoration. The primary objective is to evaluate the performance of the bridge under self-weight and seismic loads, following the standards of the Turkish Building Earthquake Code. The bridge, constructed primarily with limestone masonry, was analyzed using SAP2000 software. The results indicate that the structural integrity under compressive and shear stresses remained within acceptable limits both before and after restoration. However, post-restoration improvements in stress distribution and deformation were evident. This paper contributes to the preservation of historic structures through modern engineering analysis and provides insights into the appropriate restoration practices for masonry arch bridges.