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D. S. Sophianopoulos

Researcher at University of Thessaly

Publications -  34
Citations -  623

D. S. Sophianopoulos is an academic researcher from University of Thessaly. The author has contributed to research in topics: Buckling & Attractor. The author has an hindex of 9, co-authored 32 publications receiving 532 citations. Previous affiliations of D. S. Sophianopoulos include National and Kapodistrian University of Athens & National Technical University of Athens.

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Mathematical Macromodeling of Infilled Frames: State of the Art

TL;DR: The advantages and disadvantages of each macromodel are pointed out, and practical recommendations for the implementation of the different models are indicated.
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The effect of a moving mass and other parameters on the dynamic response of a simply supported beam

TL;DR: In this article, the linear dynamic response of a simply supported uniform beam under a moving load of constant magnitude and velocity by including the effect of its mass was analyzed using a series solution for the dynamic deflection in terms of normal modes.
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Parameters affecting response and design of Steel Moment Frame Reduced Beam Section connections: An overview

TL;DR: In this paper, the most crucial parameters that affect the response as well as the design of steel moment frame (SMF) Reduced Beam Section (RBS) connections are discussed. And recommendations, for future research required, in order to fully implement and refine the RBS concept in European Standards and Practices, are given.
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Earthquake Resistant Design and Rehabilitation of Masonry Historical Structures

TL;DR: In this article, a general methodology for the earthquake resistant design and rehabilitation of damaged masonry historical structures is presented, illustrated through a case study: the rehabilitation of Zoodohos Pigi Holy Temple in Athens; a structure that suffered extensive damage during the September 1999 Athens earthquake.
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The effect of joint flexibility on the free elastic vibration characteristics of steel plane frames

TL;DR: In this article, a simplified approach for establishing the effect of joint flexibility on the free vibration characteristics of steel plane frames is presented. But the analysis is limited to a beam-to-column model of Eurocode 3.