• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2008년도 추계학술대회논문집
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• pp.374-375
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• 2008

In this study, the nano-composite actuator based on Fullerene and Nafion was newly developed to improve the electro active polymer actuators. The tensile test was employed to define the mechanical stiffness and strength of the nano-composite membrane. Also, the bending displacement of the Fullerene-Nafion based nano-composite actuator was investigated under DC and AC excitations with various magnitudes and frequencies. As a result, the new nano-composite actuator based on Fullerene-Nafion shows much larger deformation than the pure Nafion based actuator and solves the straightening back Problem of the previous electro active polymer actuators.

• The Korean Journal of Ceramics
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• 제7권1호
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• pp.41-44
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• 2001

A composite of $Ca_3$(PO$_4$)$_2$ and MgAl$_2$O$_4$ spinel is biologically active and has enduring strength. Its strength depends on the spinel phase. The flaws in the spinel depend on the grain size of the calcium phosphate phase and are not altered by dissolution. The calcium phosphate, ${\alpha}$ tri-calcium phosphate, controls the tissue response. Bone bonds to the implant. A design for a bone graft as a replacement for a section of the diaphysis of a canine femur provides for tensile, compressive, torsional and bending load; and for the physiological processes of bonding and remodeling. A bone plate, used to stabilize the implant at time of surgery was removed after about one year. Over seven years of service have been achieved without internal or external fixation.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2002년도 추계학술대회논문집
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• pp.6-11
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• 2002

This paper is concerned with the development of the vibration isolation system using piezoelectric actuators and sensors. The active vibration absorber system consists of 4 pairs of PZT actuators bonded on aluminum plates. Hence, the active system is directly connected to the passive system. The rubber attached to the end of the beam is connected to the upper base as a structural member. It allows bending thus maximizing the vertical movement generated by the piezoceramic actuators. The piezoceramic sensors consists of 4 PZT sensors known to tilting, rolling and vertical movement. This paper also presents the development and the movement of the system.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2004년도 하계학술대회 논문집 D
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• pp.2389-2391
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• 2004

This paper is concerned with the active vibration control of plate system using electromagnetic force actuator. The transfer function from the force input to the bending displacement was obtained via modal analysis results. Control algorithm are proposed and implemented on the experimental setups to show their efficacy. In this paper, the genetic algorithm is used to design a $H_2$ controller. Effectiveness and performance of the designed controller were verified by simulation and experiment results.

• 한국소음진동공학회논문집
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• 제11권4호
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• pp.37-42
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• 2001

Active vibration control of laminated composite plates has been carried out to design structure with maximum possible damping capacity, using piezoceramic sensor/actuators and passive constrained-layer damping treatment. The equations of motion are derived for symmetrical, multi-layer laminated plates. The damping ratio(ζ) and modal damping(2ζ$\omega$) of the first bending and torsional modes are calculated by means of iterative complex eigensolution method for both passive and active vibration control. This paper addresses a design strategy of laminated composite plate under structural vibrations.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2002년도 하계학술대회 논문집 D
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• pp.2225-2227
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• 2002

This paper presents the control and the performances of a $H_2$ controller for active vibration control of a cantilever beam. Electromagnets are used as actuators and a laser sensor is used to measure the position of the bending beam. The transfer function of the beam is obtained via the modal analysis of the free vitiation equation. The performance of the controller are verified by experimental results.

• Smart Structures and Systems
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• 제11권5호
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• pp.435-451
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• 2013

High-rise buildings are a common feature of urban cities around the world. These flexible structures frequently exhibit large vibration due to strong winds and earthquakes. Structural control has been employed as an effective means to mitigate excessive responses; however, structural control mechanisms that can be used in tall buildings are limited primarily to mass and liquid dampers. An attractive alternative can be found in outrigger damping systems, where the bending deformation of the building is transformed into shear deformation across dampers placed between the outrigger and the perimeter columns. The outrigger system provides additional damping that can reduce structural responses, such as the floor displacements and accelerations. This paper investigates the potential of using smart dampers, specifically magnetorheological (MR) fluid dampers, in the outrigger system. First, a high-rise building is modeled to portray the St. Francis Shangri-La Place in Philippines. The optimal performance of the outrigger damping system for mitigation of seismic responses in terms of damper size and location also is subsequently evaluated. The efficacy of the semi-active damped outrigger system is finally verified through numerical simulation.

• 한국지반공학회지:지반
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• 제3권3호
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• pp.21-30
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• 1987

말뚝머리에 수평력을 받는 단일주동말뚝의 극한수평저항력을 산정할 수 있는 몇몇 방법이 수평직 반반력, 말뚝길이 및 말뚝두부구속조건을 고려하여 확립제안된다. 말뚝의 이동에 의하여 주동말뚝 이 지반으로 부터 받게 되는 극한수평지반반력은 말뚝주변지반의 소성상태 및 말뚝형상을 고려하 는 것에 중점을 두어 유도한 산정이론식을 이용하여 산정될 수 있다. 말뚝은 짧은말뚝, 긴말뚝 등 으로 구분되며 이는 말뚝에 발생하는 최대횡모멘트와 항복모멘트의 비교에 의하여 구분된다. 말뚝 머리의 구속조건으로는 두부자유 및 두부요전구동의 두가지 경우가 취급된다. 실측치와의 비교에 의하면, 본이론에 의한 극한수평진항력은 Broms이론에 의한 이론치보다 더 잘 실측치에 접근하고 있음을 보여 준다.

• 한국멀티미디어학회논문지
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• 제8권3호
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• pp.336-344
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• 2005

본 논문에서는 개선된 동적 윤곽선 모델을 이용하여 높은 시간 해상도를 가진 EBT 폐 영상에서 폐실질 영역을 검출하였다. 기존의 동적 윤곽선 모델에서 물체의 경계선을 얻기 위한 방법은 에너지 최소화 형태로서 내부에너지와 외부에너지를 조절함으로써 검출되어 질 수 있다. 그러나 이 방법에서는 초기화 지정 문제나 내부 에너지의 탄성과 구부러짐의 특성 때문에 요면 영역에 대하여 빈약한 수렴성 등의 문제점들을 가지고 있다. 본 논문에서는 이러한 요면 문제들을 해결하면서 폐실질 영역으로 수렴시키기 위해 윤곽선 상에 있는 제어 점들을 이웃 점들과 함께 각각 수직 이등분선 상의 한점에 이동시킴으로써 내부 에너지를 조절하고, 입력받은 영상의 에너지를 나타내는 외부에너지와 함께 에너지를 최소화시킴으로써 원하는 폐실질 영역에 윤곽선이 수렴할 수 있도록 하였다. 요면 영역에 대한 수렴은 이런 내부에너지에 의해 효과적으로 구현 될 수 있었고, 하나의 초기 윤곽선에서 다중 물체들도 검출될 수 있어서 의료 영상에서의 폐실질 영역 검출에 효과적으로 적용될 수 있음을 확인할 수 있었다.

• Coupled systems mechanics
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• 제3권2호
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• pp.147-170
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• 2014

In the recent times, dimensions of heavy load carrying vehicle have changed significantly incorporating structural flexibility in vehicle body. The present paper outlines a procedure for the estimation of bridge response statistics considering structural bending modes of the vehicle. Bridge deck roughness has been considered to be non homogeneous random process in space. Influence of pre cambering of bridge surface and settlement of approach slab on the dynamic behavior of the bridge has been studied. A parametric study considering vehicle axle spacing, mass, speed, vehicle flexibility, deck unevenness and eccentricity of vehicle path have been conducted. Dynamic amplification factor (DAF) of the bridge response has been obtained for several of combination of bridge-vehicle parameters. The present study reveals that flexible modes of vehicle can reduce dynamic response of the bridge to the extent of 30-37% of that caused by rigid vehicle model. However, sudden change in the bridge surface profile leads to significant amount of increment in the bridge dynamic response even if flexible bending modes remain active. The eccentricity of vehicle path and flexural/torsional rigidity ratios plays a significant role in dynamic amplification of bridge response.