Oğuz Güneş

ORCID: 0000-0003-4365-6256
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About
Contact & Profiles
Research Areas
  • Concrete Corrosion and Durability
  • Structural Health Monitoring Techniques
  • Structural Behavior of Reinforced Concrete
  • Infrastructure Maintenance and Monitoring
  • Ultrasonics and Acoustic Wave Propagation
  • Structural Response to Dynamic Loads
  • Innovative concrete reinforcement materials
  • Geophysical Methods and Applications
  • Microwave Imaging and Scattering Analysis
  • Concrete and Cement Materials Research
  • Non-Destructive Testing Techniques
  • Masonry and Concrete Structural Analysis
  • Membrane-based Ion Separation Techniques
  • Structural Load-Bearing Analysis
  • Membrane Separation Technologies
  • Service-Learning and Community Engagement
  • Building materials and conservation
  • Seismic Performance and Analysis
  • Fire effects on concrete materials
  • Mineral Processing and Grinding
  • Machine Fault Diagnosis Techniques
  • Nursing Education, Practice, and Leadership
  • Model-Driven Software Engineering Techniques
  • Construction Engineering and Safety
  • Optical measurement and interference techniques

Istanbul Technical University
2015-2025

Mitek Analytics (United States)
2025

University of Massachusetts Lowell
2007-2020

Çankaya University
2011-2013

Eskişehir City Hospital
2013

Massachusetts Institute of Technology
2003-2012

Atilim University
2009

10.1016/j.engfracmech.2009.04.011 article EN Engineering Fracture Mechanics 2009-05-06

Turkey is located in a high seismicity region and has suffered extensive losses due to several major earthquakes that struck its various parts the past two decades. While are associated with damage loss wherever they may occur, destructive effects of those exacerbated by large volume code incompliant buildings constructed poor materials workmanship. As scale remedial initiative, recently embarked upon grand challenge retrofitting or renewing all high-risk within next 20 years. This...

10.1016/j.cscm.2014.12.003 article EN cc-by Case Studies in Construction Materials 2015-01-10

Progressive deterioration and accumulated damage due to overloading, extreme events, fatigue necessitate the continuous monitoring of civil infrastructure ensure serviceability safety. With advances in sensor technology, data-driven structural health (SHM) strategies, particularly artificial neural networks (ANNs), have gained prominence for analyzing large datasets identifying complex patterns. Among these, autoencoders (AEs), a specialized class ANNs, are well-suited unsupervised learning...

10.3390/app15084098 article EN cc-by Applied Sciences 2025-04-08

Three service-learning projects of various content, workload, and community partnering were identified implemented in two core one elective undergraduate courses the Department Civil Environmental Engineering at University Massachusetts Lowell 2005. This paper presents how these service learning seamlessly integrated into existing without removing pertinent course materials a significant increase time commitment. Details on contents, structure, implemented, each project was used to address...

10.24908/ijsle.v2i1.2091 article EN cc-by-sa International Journal for Service Learning in Engineering Humanitarian Engineering and Social Entrepreneurship 2007-04-01

Ultra-high-performance concrete (UHPC) is a promising new class of material that likely to make significant contribution addressing the challenges associated with load capacity, durability, sustainability, economy, and environmental impact bridge infrastructures. This paper focuses on modeling UHPC design girders made UHPC. A two-phase model used for behavior was briefly discussed, implemented in preliminary case study. Based reported use applications, advantages, limitations, future...

10.1155/2012/319285 article EN cc-by Advances in Materials Science and Engineering 2012-01-01

ABSTRACT Thin‐film nanocomposite (TFN) membranes were fabricated by interfacial polymerization of a polyamide (PA) layer on the shell side hollow fiber membrane supports. TiO 2 nanoparticle loadings in thin‐film 0.01, 0.05, and 0.20 wt %. Nanoparticle‐free PA composite (TFC) served as comparative basis. The TFN characterized terms chemical composition, structure, surface properties separation layer. Incorporating nanoTiO improved permeability up to 12.6‐fold. During preliminary...

10.1002/app.48205 article EN Journal of Applied Polymer Science 2019-07-05

In this study, reinforced hollow fibre membranes were fabricated using different molecular weights of polyvinylidene prolidone (PVP Mw: 10, 40 and 360 kDa) take-up speeds (1, 2, 2.6 3.5 m/min). Prepared characterized in terms permeability; surface morphology hydrophilicity; pore size distribution; bovine serum albumin (BSA) rejection flux recovery ratio. Optimum permeability BSA obtained when PVP weight was kDa. After determination, advancing speed changed it seen that increasing ended up...

10.1080/09593330.2019.1710571 article EN Environmental Technology 2019-12-30

The focus of this paper is the implementation a backpropagation algorithm as potential solution for inverse source problem microwave imaging plain and reinforced concrete targets. data used in was obtained from numerical simulation far-field scattering by targets using typical frequency bandwidth commercially available radar systems. A finite difference-time domain (FD-TD) technique simulations. Electromagnetic (EM) properties various moisture conditions were previous study. total four...

10.5897/ijps11.1376 article EN International Journal of the Physical Sciences 2012-01-16

This research investigated the changes in vibration characteristics of a simple reinforced concrete (RC) frame subjected to incremental cyclic pushover testing as basis for detection, quantification, and localization damage RC frames using data obtained before after seismic event. A half‐scale one‐story one‐bay plane was progressive through lateral loading incrementally increasing drift ratios. Ambient impact tests were performed at each increment ratio, modal analyses acceleration responses...

10.1155/2021/6666702 article EN cc-by Shock and Vibration 2021-01-01

Rapid and reliable condition assessment of reinforced concrete structures in high seismicity regions is a priority task estimating their seismic safety. Non-destructive testing (NDT) methods may contribute to the practice by providing fast strength estimation while causing minimal or no damage structure. Drilling resistance an NDT method that has been used for mechanical characterization natural stone wood measuring force response constant penetration rate rotational speed. This paper...

10.1051/matecconf/201928906001 article EN cc-by MATEC Web of Conferences 2019-01-01

Seismic retrofitting of reinforced concrete (RC) members using fiber polymer (FRP) composite materials has become a well-established technique for repairing and strengthening seismically deficient systems. Although there been significant progress on behavioral modeling FRP retrofitted RC as well implementation performance-based analysis design concepts, the studies investigating overall seismic behavior frames are still limited. This paper presents methodology retrofit provides an analytical...

10.21923/jesd.1372646 article EN Mühendislik Bilimleri ve Tasarım Dergisi 2024-12-25

There is an urgent need for rapid and reliable condition assessment of existing reinforced concrete (RC) buildings as a basis structural safety evaluation, especially in developing countries seismic regions such Turkey. Traditionally, RC structures are evaluated by taking core samples from limited number elements strength performing spot checks the steel reinforcement removing cover. In-situ determined through compression testing samples. Through checks, conformance with drawings realization...

10.1051/matecconf/202236107001 article EN cc-by MATEC Web of Conferences 2022-01-01

Development of computational tools to analyze and assess the building capacities has had a major impact in civil engineering. The interaction with structural software packages is becoming easier modeling are smarter by automating users role during their software. One difficulties most time consuming steps involved defining geometry structure provide analysis. This paper dedicated development methodology automate analysis hand sketched or computer generated truss frame drawn on piece paper....

10.48550/arxiv.2009.13144 preprint EN other-oa arXiv (Cornell University) 2020-01-01
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