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Oral Buyukozturk

Researcher at Massachusetts Institute of Technology

Publications -  190
Citations -  9442

Oral Buyukozturk is an academic researcher from Massachusetts Institute of Technology. The author has contributed to research in topics: Nondestructive testing & Structural health monitoring. The author has an hindex of 43, co-authored 189 publications receiving 6992 citations. Previous affiliations of Oral Buyukozturk include Cornell University & Brown University.

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Deep Learning-Based Crack Damage Detection Using Convolutional Neural Networks

TL;DR: This article proposes a vision‐based method using a deep architecture of convolutional neural networks (CNNs) for detecting concrete cracks without calculating the defect features, and shows quite better performances and can indeed find concrete cracks in realistic situations.
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Autonomous Structural Visual Inspection Using Region-Based Deep Learning for Detecting Multiple Damage Types

TL;DR: A framework for quasi real-time damage detection on video using the trained networks is developed and the robustness of the trained Faster R-CNN is evaluated and demonstrated using 11 new 6,000 × 4,000-pixel images taken of different structures.
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Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites

TL;DR: A review of the progress achieved in this area regarding applications to both reinforced concrete and steel members is provided in this paper, where the potential of brittle debonding failures is considered in the design process.
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Modal identification of simple structures with high-speed video using motion magnification

TL;DR: In this article, motion magnification has been developed for visualizing exaggerated versions of small displacements with an extension of the methodology to obtain the optical flow to measure displacements, which can be extended to modal identification in structures and the measurement of structural vibrations.
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Failure behavior of precracked concrete beams retrofitted with frp

TL;DR: In this article, failure modes observed in an experimental program involving fiber-reinforced plastic (FRP)-laminated laboratory models are reported, and failure models of reinforced concrete beams with variations in shear strengths, bonded laminate lengths, and epoxy types are precracked, then retrofitted with glass and carbon fiber reinforced plastics.