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Youn-sik Park

Researcher at KAIST

Publications -  6
Citations -  131

Youn-sik Park is an academic researcher from KAIST. The author has contributed to research in topics: Vibration & Torque sensor. The author has an hindex of 5, co-authored 6 publications receiving 124 citations. Previous affiliations of Youn-sik Park include Agency for Defense Development.

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Optimal support positions for a structure to maximize its fundamental natural frequency

TL;DR: In this paper, a procedure and related theories are developed to find loci of optimal support positions for a structure to maximize its fundamental eigenvalue by increasing the support stiffness, which is the upper bound of the fundamental value achieved by adding supports.
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Vibration analysis of a 3-dimensional piping system conveying fluid by wave approach

TL;DR: In this paper, the inviscid fluid-dynamic forces acting on a pipe due to internal fluid flow are approximated by the plug-flow model with the slender-body theory.
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a Near-Field Approach to Active Control of Sound Radiation from a Fluid-Loaded Rectangular Plate

TL;DR: In this paper, a near-field technique was used to control both the radiated and non-radiated power of a fluid-loaded rectangular plate by relating the near field surface pressure to the plate motion.
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Self-motion utilization for reducing vibration of a structurally flexible redundant robot manipulator system

Seon-Jae Kim, +1 more
- 01 Nov 1998 - 
TL;DR: The self-motion can be utilized to regulate flexibility and effectively reduce the end-effector tracking error, and the effectiveness and applicability have been demonstrated through numerical simulation with three-link planar robotic manipulators possessing flexible links.
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Experimental study on the vortex-induced vibration of towed pipes

TL;DR: In this article, two kinds of instrumented pipe were designed to investigate the vibration characteristics of a flexible pipe excited by vortex shedding, and the experimental results analyzed by using these measures exhibit several valuable features, such as the natural frequencies and their corresponding strain mode shapes dominate the strain response of the uniform pipe.