Mertol, Halit Cenan

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Profile URL
https://hdl.handle.net/20.500.14411/6696
Name Variants
Mertol, Halit Cenan
Halit Cenan Mertol
M., Halit Cenan
H. C. Mertol
H.,Mertol
M.,Halit Cenan
H., Mertol
Mertol,H.C.
Mertol,Halit Cenan
H.C.Mertol
Mertol H.
Halit Cenan, Mertol
Cenan Mertol H.
Mertol, Halit
Job Title
Doktor Öğretim Üyesi
Email Address
cenan.mertol@atilim.edu.tr
Main Affiliation
Civil Engineering
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Website
https://www.atilim.edu.tr/tr/ict/page/2110/akademik-personel
ORCID ID
0000-0001-8058-5798
Scopus Author ID
31767605700
Turkish CoHE Profile ID
177739
Google Scholar ID
GKJ8InMAAAAJ
WoS Researcher ID
DFP-8120-2022

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0
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QUALITY EDUCATION4
QUALITY EDUCATION
1
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CLEAN WATER AND SANITATION6
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AFFORDABLE AND CLEAN ENERGY7
AFFORDABLE AND CLEAN ENERGY
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DECENT WORK AND ECONOMIC GROWTH8
DECENT WORK AND ECONOMIC GROWTH
1
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INDUSTRY, INNOVATION AND INFRASTRUCTURE9
INDUSTRY, INNOVATION AND INFRASTRUCTURE
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SUSTAINABLE CITIES AND COMMUNITIES
12
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RESPONSIBLE CONSUMPTION AND PRODUCTION12
RESPONSIBLE CONSUMPTION AND PRODUCTION
1
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18

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365

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14

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310

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34

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18

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239/2266

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14

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1

WoS Citation Count

295

Scopus Citation Count

332

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1

WoS Citations per Publication

8.68

Scopus Citations per Publication

9.76

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8

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15

JournalCount
PCI Journal2
Buildings2
Journal of the Croatian Association of Civil Engineers2
Journal of Performance of Constructed Facilities2
Journal of Reinforced Plastics and Composites1
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Author: Tunc, GokhanSubject: composite connection

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    Article
    Citation - WoS: 7
    Citation - Scopus: 8
    Finite Element Analysis of Frames With Reinforced Concrete Encased Steel Composite Columns
    (Mdpi, 2022) Tunc, Gokhan; Othman, Mohammed Moatasem; Mertol, Halit Cenan
    Structural frame systems that consists of concrete-encased-steel-embedded composite columns and reinforced concrete beams are typically used in mid-rise to tall buildings. In order to understand their overall structural behavior, a total of 12 frame models with high and low ductility features were constructed and analyzed using LS-DYNA software. Two of these models were validated using the results of previously tested frames. The remaining 10 models were studied to predict the behavior of frames with varying concrete strengths, reinforcement configurations, and structural steel sections under vertical and lateral loads. The results were investigated in terms of cracks and failure patterns, load-deflection relationships, energy dissipation, and stiffness degradation. The analytical results indicated that the high ductile frame models showed slightly better lateral load carrying performances compared to low ductility frame models. Moreover, the analytical studies demonstrated that the existence of structural steel in a column, regardless of its cross-sectional shape, was the most important parameter in improving the lateral load carrying capacity of a frame.