• ICROS
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• v.6 no.5
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• pp.54-63
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• 2000

본 논문에서는 모델 불확정성을 가진 이산사건시스템의 강인 관리제어이론에 대해 알아본다. 지금까지 연구된 불확정성 이산사건시스템은 크게 두 부류로 구분된다. 첫째는 다중 모델의 집합으로 표현되는 불확정성 시스템으로서 제어 대상이 되는 시스템의 동적 특성이 몇 가지의 가능한 이산사건 모델들의 집합으로 기술되는 시스템이다. 두 번째는 비결정성 시스템으로서 시스템의 한 상태에서 하나의 동일 사건발생에 의해 천이되는 상태가 두가지 이상이 존재하여 상태천이에 있어 불확정성이 존재하는 시스템이다. 본 논문에서는 두가지 형태의 불확정성 이산사건 시스템들에 대한 강인 관리제어기 설계문제에 대해 살펴보고, 강인 관리 제어 이론에 대한 최근의 연구동향과 발전 방향에 대해 소개한다.

• Journal of the Korean Society of Propulsion Engineers
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• v.4 no.1
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• pp.93-101
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• 2000

In a gas-turbine engine, fan blades in flow path are confronted with many kinds of loading. The study of the excited force by the wake of struts has proposed and the possibility of fatigue failure about rotating fan blades by the excited force at the steady state is evaluated. Equations of the excited force of wakes has been derived at the steady state and the maximum pressure distributions measured at the transient state are proposed. Dynamic characteristics and the fatigue strength of fan blades by experimental test were obtained. To evaluate HCF(High Cycle Fatigue) damage of fan blades, FEM analysis was performed with a steady state harmonic response, which was followed by high cycle fatigue damage factor from goodman diagram.

• Proceedings of the KIPE Conference
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• 2001.12a
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• pp.33-36
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• 2001

본 논문은 높은 추력비(전동기 추력/전동기 중량=N/ Kg)를 갖는 영구자석 여자 횡축형 선형 전동기(TFLM)를 가진기 엑츄에이터로 사용하여 부피와 체적을 줄이고 적은 중량이 요구되는 고출력 전동식 가진기 시스템을 유압식을 대체하여 구현하고 가변 변위 및 가변 속도가 가능한 제어 방법을 개발하여 적용하고자 한다.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2015.11a
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• pp.219-220
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• 2015

주석도금폐액으로부터 이온교환수지를 이용하여 주석을 회수하는 연구를 하였다. 주석 흡착이 가능한 3종류의 이온교환수지를 사용하여 기초 실험한 결과 tertiary기능기를 가진 이온교환수지는 주석을 흡착하지 못하였고, iminodiacetic 기능기를 가진 이온교환수지는 주석의 흡착률은 높으나, 불순물 함량이 높았으며, ethylhexyl-phosphar의 기능기를 가진 이온교환수지는 주석의 흡착률은 낮으나 pH 조절에 따라 불순물의 제어가 가능하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.6
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• pp.72-81
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• 2014

This paper reports the test results of reinforced concrete exterior beam-column joints with high-strength concrete. The main parameters of eight specimens were joint failure modes, the compressive strength of concrete, and the head shapes of steel bars. All specimens were designed according to ACI 352R-02 design recommendations. Two types of failure modes were considered; J-failure and BJ-failure. The longitudinal steel bars were anchored by 90 degree standard hooks or headed reinforcement. Experimental results indicated that the current ACI design recommendation limited by the compressive strength of concrete somewhat underestimated the strength of beam-column joints with high-strength concrete. In the specimens showed joint shear failure, the strength of beam-column joints with headed bars was approximately 10 percent higher than that of joints with 90 degree standard hooks.

• Proceedings of the KSLP Conference
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• 1994.06a
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• pp.101-109
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• 1994

정상음성이란 개인의 음성 매개변수(vocal parameter), 즉 음도(pitch), 강도(loudness), 음질(quality), 유동성(flexibility) 등이 그 사람의 성, 연령, 환경, 체구 등에 적합한 음성을 말한다. 비정상적인 음성을 가진 음성자애 환자의 의뢰는 이비인후과 전문의에 의해 이루어지는 경우가 많고, 이 외에도 가족, 주변인, 환자의 교사 등에 의해 그리고 때때로 자가의뢰를 해오는 환자도 있다. (중략)

• Ecology and Resilient Infrastructure
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• v.1 no.1
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• pp.29-38
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• 2014

This study analyzed shear stress and erosion characteristic of a vegetated levee embankment with root fiber quantity, which is an important factor for evaluating the stability of it. The averaged root fiber quantity in a vegetated levee revetment was measured by the sampler manufactured by this research. The Phragmites Japonica Steud which is somewhat dominant species in a vegetated levee embankment was selected as an experimental vegetation. As a result of experiment of each flow regime, the shear stress was increased while root fiber quantity was increased and the erosion rate was exponentially decreased as the root fiber quantity was increased. The erosion rate was exponentially decreased as the shear stress was increased which is shown that the increase of shear stress by root fiber quantity results in the increase of erosion resistance in a vegetated soil. The relationship between shear stress and erosion rate with root fiber quantity were analyzed and their regression equations were suggested with high determination coefficients. The hydraulic stability is governed by the increase of shear stress by root fiber quantity and the Froude number of flow characteristic in a vegetated levee revetment.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.3
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• pp.125-132
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• 2014

Steel fiber is a effective composite for crack resistance and improve structural performance under tensile loading. This study presents an evaluation of crack resistance and structural performance in cement mortar with steel fiber and expansion agent through internal chemical prestressing. For this work, cement mortar samples with 10% replacement of cement binder with CSA (Calcium-Sulfo-Aluminate) expansion agent and 1% volume ratio of steel fiber are prepared. Including basic mechanical properties, initial cracking load and fracture energy are evaluated in cement mortar beam with notch. Initial cracking load and fracture energy in cement mortar with CSA and steel fiber increase by 1.75 and 1.41~1.53 times compared with those in cement mortar with steel fiber. With optimum mix design for steel fiber and CSA expansive agent, the composite with chemical prestressing can be applied to various members and effectively improve crack resistance to external loading.

• Proceedings of the KWS Conference
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• 1990.04a
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• pp.94-96
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• 1990

• Proceedings of the KWS Conference
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• 2002.05a
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• pp.86-88
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• 2002