Kılıç, Gökhan

Profile Picture
Profile URL
https://hdl.handle.net/20.500.14365/6736
Name Variants
Kilic, Gokhan
Kilic, G
Job Title
Email Address
gokhan.kilic@ieu.edu.tr
Main Affiliation
05.03. Civil Engineering
Status
Current Staff
Website
ORCID ID
0000-0001-6928-226X
Scopus Author ID
40761843000
Turkish CoHE Profile ID
5B1B97729B8214DB
Google Scholar ID
VM-cHg0AAAAJ
WoS Researcher ID
DWD-3371-2022
Files
Gokhan_Kilic.jpg (10.28 KB)

Sustainable Development Goals

NO POVERTY1
NO POVERTY
0
Research Products
ZERO HUNGER2
ZERO HUNGER
0
Research Products
GOOD HEALTH AND WELL-BEING3
GOOD HEALTH AND WELL-BEING
1
Research Products
QUALITY EDUCATION4
QUALITY EDUCATION
1
Research Products
GENDER EQUALITY5
GENDER EQUALITY
0
Research Products
CLEAN WATER AND SANITATION6
CLEAN WATER AND SANITATION
1
Research Products
AFFORDABLE AND CLEAN ENERGY7
AFFORDABLE AND CLEAN ENERGY
3
Research Products
DECENT WORK AND ECONOMIC GROWTH8
DECENT WORK AND ECONOMIC GROWTH
0
Research Products
INDUSTRY, INNOVATION AND INFRASTRUCTURE9
INDUSTRY, INNOVATION AND INFRASTRUCTURE
6
Research Products
REDUCED INEQUALITIES10
REDUCED INEQUALITIES
0
Research Products
SUSTAINABLE CITIES AND COMMUNITIES11
SUSTAINABLE CITIES AND COMMUNITIES
5
Research Products
RESPONSIBLE CONSUMPTION AND PRODUCTION12
RESPONSIBLE CONSUMPTION AND PRODUCTION
2
Research Products
CLIMATE ACTION13
CLIMATE ACTION
2
Research Products
LIFE BELOW WATER14
LIFE BELOW WATER
2
Research Products
LIFE ON LAND15
LIFE ON LAND
1
Research Products
PEACE, JUSTICE AND STRONG INSTITUTIONS16
PEACE, JUSTICE AND STRONG INSTITUTIONS
0
Research Products
PARTNERSHIPS FOR THE GOALS17
PARTNERSHIPS FOR THE GOALS
0
Research Products
Documents

24

Citations

513

h-index

8

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Documents

23

Citations

461

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Scholarly Output

29

Articles

24

Views / Downloads

117/215

Supervised MSc Theses

2

Supervised PhD Theses

0

WoS Citation Count

446

Scopus Citation Count

518

Patents

0

Projects

0

WoS Citations per Publication

15.38

Scopus Citations per Publication

17.86

Open Access Source

10

Supervised Theses

2

JournalCount
Journal of Applıed Geophysıcs2
Nondestructıve Testıng And Evaluatıon2
Structures2
Journal of Testıng And Evaluatıon2
Herıtage Scıence1
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Now showing 1 - 10 of 29
  • Thumbnail Image
    Article
    Citation - WoS: 7
    Citation - Scopus: 7
    Corroboration of Ndt and Deconvolution Neural Networks for Pedestrian Bridge Health Assessment
    (Taylor & Francis Ltd, 2015-01-02) Kilic, Gokhan; Unluturk, Mehmet S.
    This paper describes the specific application of the non-destructive testing methods of visual inspection and ground penetrating radar (GPR) to a pedestrian bridge in Izmir, Turkey. The paper concentrates on the implementation of a deconvolution neural network (DNN) which is a procedure that employs neural network algorithms. By introducing collected GPR data to the DNN, the existence and location of cracks, rebar and moisture ingress on pedestrian pathways can reliably be located, thus providing superior information on which decisions relating to the functionality and life expectancy of a structure can be formulated. This study will be of benefit to engineers in providing a detailed and dependable assessment of the current state of structures such as pedestrian bridges.
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    Article
    Citation - WoS: 46
    Citation - Scopus: 54
    Testing of Wind Turbine Towers Using Wireless Sensor Network and Accelerometer
    (Pergamon-Elsevier Science Ltd, 2015-03) Kilic, Gokhan; Unluturk, Mehmet S.
    Structural Health Monitoring (SHM) is commonly used in the health assessment of wind turbines. The system is installed during construction of the structure and consists of wired sensors connected to a central data acquisition unit via cables. In most cases, the data acquisition unit is located on the wind turbine itself. SHM is verified by comparison of results over time from wireless sensor systems. This study presents the Supervised Event Server Health Monitoring System (SESHMS) as a relatively simple, economical wireless system for use within the arena of structural health assessment. (C) 2014 Elsevier Ltd. All rights reserved.
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    Article
    Citation - WoS: 147
    Citation - Scopus: 172
    Applications of Ground Penetrating Radar (gpr) in Bridge Deck Monitoring and Assessment
    (Elsevier Science Bv, 2013-10) Alani, Amir M.; Aboutalebi, Morteza; Kilic, Gokhan
    This paper presents the essence of two case studies by the authors on two major bridges in the UK. The first case study reports on the applications of GPR and associated work carried out on the Forth Road Bridge near Edinburgh, Scotland, with the main objective of identifying possible structural defects including damaged rebar and moisture ingress at specific locations of the bridge deck. The second case study focuses on a full assessment of the Pentagon Road Bridge, in Chatham, Kent England with particular emphasis on the identification of possible defects including structural cracks within the deck structure and establishing the layout of the upper and lower rebar positions throughout the bridge. These studies present interesting results in terms of locations of rebar and an accurate estimate of concrete cover condition as well as reporting on a remarkable similarity in the processed data concerning areas affected by ingress of moisture within the deck structures of the two bridges under investigation. It is believed that this paper will be of particular interest to bridge engineers and structural engineering practitioners with enthusiasm for adopting non-destructive testing methods such as GPR in the health monitoring and assessment of bridge structures. The observed similarities in the processed data between the two reported case studies present an interesting concept within the general context of the interpretation of GPR data, with the potential for use in many other forthcoming cases. The paper also reports on the adopted method for the GPR survey with emphasis on difficulties and challenges encountered during the actual survey. The presented results benefit from advanced processing and presentation techniques. (c) 2013 Elsevier B.V. All rights reserved.
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    Article
    Citation - WoS: 8
    Citation - Scopus: 9
    Use of Non-Contact Sensors (ibis-S) and Finite Element Methods in the Assessment of Bridge Deck Structures
    (Ernst & Sohn, 2014-05-12) Alani, Amir M.; Aboutalebi, Morteza; Kilic, Gokhan
    The main objective of this investigation is to provide an alternative method for the damage detection and assessment of bridge structures based on comparisons between finite element (FE) modelling/analysis and field data. The field data reported in this paper refers to the use of a non-destructive structural testing method (IBIS-S sensor system -displacement/movement-detection sensors with interferometric capabilities) and visual inspections. The FE models developed and presented in this study demonstrate certain degrees of reliability in terms of predicting the mechanical behaviour of the bridge structure under investigation. The FE models were developed using the ANSYS software package. This investigation also provides a detailed report on the application of the field survey that was carried out on a rather heavily used bridge located in Chatham, Kent, UK. The field data concerning the IBIS-S sensors correspond to subjecting the bridge to different static and dynamic loading conditions. The static and dynamic structural responses of the bridge were created by driving a lorry up and down the bridge. The same loading conditions were then simulated using the FE model developed to verify the sensitivity of the model. This FE model was then used to study the response of the bridge to other loading conditions. It is believed that the proposed method could potentially be used for assessing bridge structures within the context of the health monitoring of structures.
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    Article
    Citation - WoS: 63
    Citation - Scopus: 78
    Using Advanced Ndt for Historic Buildings: Towards an Integrated Multidisciplinary Health Assessment Strategy
    (Elsevier France-Editions Scientifiques Medicales Elsevier, 2015-07) Kilic, Gokhan
    This study aims to enhance the body of knowledge available in relation to the mechanical performance of historical structures and the assessment of the expected service life of such structures. The reliability of non-destructive techniques (NDT) is examined, in particular in connection with the technique's application to a historic Ottoman building located in Urla, Izmir, Turkey. NDT techniques are effective in the identification of such defects as cavities and water ingress hidden within a structure, in addition to providing information on material properties. This research is unique in utilizing NDT within a multidisciplinary assessment strategy to demonstrate its value within the field and will be of particular interest to structural engineers and architects. (C) 2014 Elsevier Masson SAS. All rights reserved.
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    Conference Object
    Wireless Sensor Network-Based Systems for Monitoring a Lifting Bridge
    (Iop Publishing Ltd, 2024-06-01) Kilic, Gokhan
    Assessing the health and condition of structures like bridges involves frequently using structural health monitoring (SHM). In the past, wire sensors had to be installed on bridge structures as part of the SHM process so that data could be collected and sent to a data gathering unit there. However, this study suggests switching out the conventional wire sensors with wireless ones to create a Bridge Health Monitoring System (BHMS) that is affordable, practical, and simple to install. A software translation program attached to the monitoring server is used by each wireless sensor. In a GSM LAN (Global System for Mobile Communications) environment, this monitoring server system has the ability to link and interact with other similar systems of that type. The evaluation approach provided by the BHMS is thorough, secure, and portable.
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    Article
    Citation - WoS: 7
    Citation - Scopus: 8
    Shape Memory Behavior of Ni(45)mn(40)co(5)sb(10-X)b(x)magnetic Shape Memory Alloys
    (Springer, 2019-12-18) Aydogdu, Yildirim; Turabi, Ali Sadi; Boddeti, Bhargava; Saghaian, Sayed Ehsan; Aydogdu, Ayse; Kilic, Gokhan; Abboosh, Omar; Karaca, Haluk Ersin
    The transformation temperatures, magnetization behavior, shape memory behavior, and mechanical properties of polycrystalline Ni45Mn40Co5Sb10-xBx(at.%) (x = 0, 1, 2, 3, 4, 5) alloys were systematically investigated. It was revealed that substituting Sb with B drastically increases the transformation temperatures, while it decreases the saturation magnetization due to the alteration of electron concentration of the matrix and formation of Co-rich second phases. With the substitution of Sb with 5% B, martensite start temperature and activation energy were increased from 50 to 316.8 degrees C, and 185 to 722.6 kJ mol(-1), respectively. The thermal cycling under stress, superelasticity, and failure experiments showed that shape memory properties and strength were improved by the substitution of Sb with B. The shape memory effect with maximum recoverable strain of 1.6% was observed with in Ni45Mn40Co5Sb9B1, and perfect superelasticity was exhibited at 220 degrees C in Ni45Mn40Co5Sb8B2. It was concluded that NiMnCoSb alloys can be used as high-temperature magnetic shape memory alloys as they exhibit transformation temperatures above 100 degrees C and show promising shape memory and superelasticity behavior, and there is a magnetization difference between their transforming phases.
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    Master Thesis
    İş Sağlığı ve Güvenliği Alanında Kişisel Koruyucu Donanımların Kullanımını Etkinleştirmek için Rfıd Tabanlı Sistem Önerisi
    (İzmir Ekonomi Üniversitesi, 2018) Dündar, Tamer; Saygılı, Tarık Arıkan; Kılıç, Gökhan
    İşçi sağlığı ve iş güvenliği alanında ülkemiz ve diğer dünya ülkeleri arasında farklılıklar bulunmaktadır. Yapılan istatistiklere bakıldığında; iş kazaları sıralamasında Avrupa'da birinci, Dünyada 3. olmak gibi kötü bir sıralamada yer almaktayız. Devlet yetkilileri yönetmelik anlamında Avrupa ülkelerinin gerisinde kalmamakta, hatta onların çoğundan daha iyi bir kanun olan 6331 sayılı İş Sağlığı ve Güvenliği Kanununu çıkarmışlardır. Ancak istatistiksel olarak iş kazaları ve meslek hastalıklarının azalmasıyla ilgili bir gelişmenin olmaması çözümün sadece kanun açısından ele alınmaması gerektiği ve bu işin bir kültür haline getirilmesi zorunluluğunu ortaya koymaktadır.İşçi sağlığı ve iş güvenliğinin bir kültür haline getirilmesi; başta aile ve ilkokul döneminden başlamalı ve kuşaklar halinde yayılarak yerleşmelidir. Ancak takdir edilmelidir ki bu meşakkatli ve uzun bir yoldur. Bu tez çalışmasında; İş sağlığı ve güvenliği alanında doğru davranış değişikliği sağlayarak bunun bir kültür haline gelmesi için bir sistem önerisi sunulmuştur. Sistem önerisinde; Radyo Frekanslı Tanımlama Teknolojisi (RFID)'nin Kişisel Koruyucu Donanımlara (KKD), etiketler yardımıyla uyarlanması, etiket verilerinin sunucu üzerindeki programa gönderilmesi, çalışanların bu donanımlarla çalışma sahasına eksiksiz girmesini ve bir model oluşturulmasını konu edilmiştir. Böylece; Kişisel Koruyucu Donanımların kullanımı ile ilgili çalışanların kullanmama ya da takmama ile ilgili alışkanlıklarını değiştirilebileceği ve bu alandaki zafiyetlerini RFID Teknolojisini kullanarak giderileceği öngörülmektedir.
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    Article
    Mechanical Properties of Acropora Cervicornis Aragonite Skeleton by Using Multiscale Models Based on Micro-CT Data
    (Sage Publications Inc, 2024-08-30) Altintas, G.; Cankal, D.; Kilic, G.; Ergun, S.
    Corals, crucial for ocean ecosystems, face threats such as ocean acidification from global warming and pollution, which weaken their skeletons. This study focuses on Acropora cervicornis, known for its hard but fragile structure, requiring strength and flexibility to withstand the forces from climate-driven atmospheric events. An experiment using uniaxial mechanical loading from the initial stage to complete failure at a very low strain rate (1.2821 × 10−5 s−1) was conducted to ascertain the mechanical properties of corals. The geometric properties and Young's modulus were analysed based on various levels of micro-architectural details from micro-CT data, with resolution values influencing the measurements. The highest resolution model showed a Young's modulus approaching 22.265 GPa and porosity at 40.448%. Calibration of finite element models incorporating micro-architectural details enabled a precise comparison of parameter effects and more accurate results, highlighting the significance of resolution in modelling coral mechanical properties. © The Author(s) 2024.
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    Book Part
    Citation - Scopus: 2
    Ce Management
    (Springer Science and Business Media Deutschland GmbH, 2024-11-01) Bajare, D.; Zsembinszki, G.; Vaiciukyniene, D.; Kaewunruen, S.; Cidik, M.S.; Tambovceva, T.; Cavdar, A.D.
    This chapter presents a deep discussion of the recent case studies on implementation of best practices and strategies for the circular economy, and an integrated approach to CE management in the built environment. The case studies were evaluated by the following aspects: Design for Circular Economy; Resource Optimization; Collaborative Approaches; Digital Technologies; Policy and Regulatory Frameworks; Consumer Engagement; Life Cycle Assessment; Circular Business Models; Smart Monitoring and Evaluation; Stakeholder Collaboration. These studies indicated the diversity of best practices in CE management in different fields. On the other hand, a strategic planning and collaborative development of circular practices with relevant stakeholders are crucial for the effective development and implementation of circular capabilities and initiatives in the built environment. © The Author(s) 2025.