• Journal of the Korean Wood Science and Technology
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• 제12권4호
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• pp.3-10
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• 1984

In hot pressed wood of Pseudotsuga menziesii compressed to 0 - 50 percent at temperature 60 - $180^{\circ}C$, relative humidity conditions affecting dynamic Young's modulus of elasticity and internal friction were investigated. The results obtained are summarized as follows: Moisture absorption of the hot pressed wood decreased with increasing press temperature, but there was no effect on the amount of compression. Thickness swelling dereased with increasing press temperature, and increased with increasing amount of compression. In general, dynamic Young's modulus of elasticity showed a straight line with increasing specific gravity of specimens. Dynamic Young's modulus of elasticity decreased with increasing moisture content, but internal friction increased with increasing amount of moisture content. Dynamic Young's modulus of R specimens pressed in the radial direction showed hight values than T specimens pressed in the tangential direction.

• 문화기술의 융합
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• 제4권1호
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• pp.279-284
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• 2018

최근 개인화에 대한 관심이 높아지면서 교육에서도 학생 개개인에게 맞는 학습 콘텐츠를 제공하고자 하는 요구가 높아지고 있다. 특히, 온라인 교육이 대중화되면서 기존 오프라인 교육에서의 획일적인 교육에서 벗어나 학생의 개인 학습 성취도에 따라 학생 수준에 맞는 콘텐츠로 재구성하여 전달할 수 있게 되었다. 이에 본 논문에서는 동적 프로파일 기반으로 학생 로그 정보를 분석하여 순서 변경, 구성 확장, 구성 축소가 가능한 학습 콘텐츠를 재구성하는 서비스를 제안한다. 이를 위해 본 논문에서는 학생 정보와 콘텐츠 정보를 메타데이터로 기록하여 동적으로 프로파일을 생성, 반영하여 학생 상황인지를 통해 학습 콘텐츠를 재구성하는 엔진을 설계하였다.

• Geomechanics and Engineering
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• 제31권1호
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• pp.87-97
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• 2022

The excessive settlement and deformation of disintegrated carbonaceous mudstone (DCM) embankments under dynamic loading have long been problems for engineers and technicians. In this work, the characteristics and mechanism of the plastic deformation of DCM under different degrees of compaction, water contents and confining pressures were studied by static triaxial, dynamic triaxial and scanning electron microscopy testing. The research results show that the axial stress increases with increasing confining pressure and degree of compaction and decreases with increasing water content when DCM failure. The axial strain at failure of the DCM decreases with increasing confining pressure and degree of compaction and increases with increasing water content. Under cyclic dynamic stress, the change in the axial stress level of the DCM can be divided into four stages: the stable stage, transition stage, safety reserve stage and unstable stage, respectively. The effects of compaction, water content and confining pressure on the critical axial stress level which means shakedown of the DCM are similar. However, an increase in confining pressure reduces the effects of compaction and water content on the critical axial stress level. The main deformation of DCM is fatigue cracking. Based on the allowable critical axial stress, a method for embankment deformation control was proposed. This method can determine the degree of compaction and fill range of the embankment fill material according to the equilibrium moisture content of the DCM embankment.

• Geomechanics and Engineering
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• 제16권1호
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• pp.85-95
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• 2018

Water affects the mechanical properties of coal and stress wave propagation. To comprehensively investigate the effect of water content on the properties of coal, laboratory tests including X-Ray Diffraction (XRD) analysis, P-wave test, S-wave test, static and dynamic compression test with different water contents were conducted. The compressive strength, elastic modulus and failure strain and their mechanism of coal specimen under coupled static-dynamic load with the increased water content were observed. Meanwhile, energy transmission and dissipation characteristics of a stress wave in coal specimens with different water contents under dynamic load and its relation with the failure features, such as fragmentation and fractal dimension, of coal was analyzed. Furthermore, the dynamic interpretation of water infusion to prevent coal burst based on water infusion model of coal seam roadway was provided.

• 한국식품과학회지
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• 제29권5호
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• pp.932-938
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• 1997

Changes in viscosity and dynamic theological properties of Job's-tears were measured by Bohlin dynamic tester as a function of moisture, and measurement was performed within a linear viscoelastic range. The result of the shear stress vs shear rate of Job's-tears at different moisture contents $(50{\sim}75%)$ was applied to mathematical models and Herschel-Bulkley model showed the highest correlation coefficient. Lower moisture content (55%) produced higher yield stress and consistency index, but lower flow behavior index, whereas higher moisture content showed reverse effects. Job's-tears with $50{\sim}70%$ moisture contents showed a higher storage modulus (G') than loss modulus (G') at all frequencies, showing a higher concentrated polymer characteristics. However, higher moisture content (>75%) showed crossover point between G' and G', and frequency dependency. As the moisture content was increased, the amount of viscoelastic properties such as G', G', complex viscosity decreased during heating, and initial temperature and miximum value of viscoelastic properties shifted to higher temperatures, representing the moisture-dependence of Job's-tears upon theological properties.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2003년도 추계학술대회
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• pp.1151-1156
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• 2003

The dynamic properties of short-fiber reinforced Chloroprene rubber for vibration isolators have been studied as functions of interphase conditions and fiber content. The loss factor showed the maximum at strain amplitude 2%, and increased 0.09 for matrix, 0.05 for reinforced rubber with increasing frequency respectively. The dynamic ratio rapidly decreased with increasing strain amplitude, and some increased with increasing frequency. The better interphase condition showed the lower dynamic ratio. Therefore, the short-fiber reinforced rubber could have the better isolation in frequency ratio(${\sqrt{2}}min$.) compared to frequency ratio(${\sqrt{2}}max$.). And we have investigate the possibility of applying short-fiber reinforced rubber to automotive engine mount.

• 한국정보통신학회논문지
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• 제24권10호
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• pp.1398-1401
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• 2020

We present the concept of a Medical Digital Twin (MDT) that can predict and analyze medical diseases using computer simulations and introduce a dynamic virtual body capture system to create it. The MDT is a technology that creates a 3D digital virtual human body by reflecting individual medical and biometric information. The virtual human body is composed of a static virtual human body that reflects an individual's internal and external information and a dynamic virtual human body that reflects his motion. Especially we describe an early version of the dynamic virtual body capture system that enables continuous simulation of musculoskeletal diseases.

• 한국지능시스템학회논문지
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• 제15권7호
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• pp.794-799
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• 2005

본 논문에서는 효율적인 동적 컨텐츠 출판을 지원하는 XML 기반 웹 컨텐츠 관리 시스템인 EasyCM을 설계하였다. EasyCM은 효율적인 동적 웹 컨텐츠 출판을 지원하기 위해 XML 기반의 컨텐츠 관리 시스템의 출판에서 필요한 컨텐츠저장소로부터 XDL 객체의 추출과 XSLT를 이용한 HTML 변환의 추가적인 처리과정을 전처리하여 컨텐츠 컴포넌트를 생성하고 사용자 요청시 컨텐츠 컴포넌트를 최종 웹 페이지로 조립하여 출판함으로써 컨텐츠의 재사용성을 향상시켰다. 또한 EasyCM의 성능을 향상시키기 위해서 기반 데이터와 동적 컨텐츠 컴포넌트간의 종속정보를 Dependency Map으로 유지하여 동적 컨텐츠 캐싱을 지원한다. 이를 위해서 EasyCM은 XML 출판 프레임워크인 Cocoon2를 기반으로 하고, 동적 컨텐츠 캐싱이 가능하도록 Cocoon2의 캐싱 구조를 화장하였다. 본 논문에서 설계한 확장된 캐싱 시스템은 캐싱된 컨텐츠의 효율적인 갱신을 지원하기 위하여 동적 컨텐츠의 특성에 따른 두 가지 갱신 유형, 즉 즉시갱신과 지연갱신을 지원한다.

• Geomechanics and Engineering
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• 제16권4호
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• pp.341-353
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• 2018

A reinforced concrete pedestrian tunnel is constructed under a four-track surface railway. Heavy rainfall and soil exposure to drying lead to soil with different water content throughout the year. A railway is an open utility that is subject to rainfall without control on the quantity of the water on it and when there is a tunnel under a railway, the water content of the soil around the tunnel is very influential. This research shows the effects of change of water content in the soil around a pedestrian tunnel under a four-track surface railway. The pedestrian tunnel and the soil block around the tunnel are modeled in 3D by the FEM and are studied under the vibrations induced by the moving trains on the four-track surface railway for different soil water contents and the effects of the soil water content on the dynamic behavior of the tunnel and the surrounding soil are demonstrated.

• 한국산학기술학회논문지
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• 제21권10호
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• pp.23-29
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• 2020

철도 공용에 따른 반복 동하중을 지속적으로 경험하는 흙 구조물은 지속적인 침하가 발생한다. 본 논문에서는 흙 구조물을 구성하는 세립분 함량 변화에 따른 시멘트 혼합토의 침하 및 강성 특성을 반복 동하중 시험을 실시하여 평가하였다. 흙의 세립분 함량, 시멘트 함량, 양생일 수을 변화시켜가면서 총 18 케이스의 시험을 실시하였다. 동 시험결과로부터 시멘트 혼합토는 침하 측면에서 시멘트 함량 3% 이상 사용 시 세립분 함량이 높은 흙에서도 침하 저감 가능성이 크다는 것을 확인할 수 있었다. 또한, 시멘트 함량이 0% 에서 3 ~ 4% 로 증가 시 탄성 침하량은 1/4 수준으로, 소성 침하량은 1/6 수준으로 감소하는 것을 확인할 수 있었다. 시멘트 혼합토는 강성 측면에서 시멘트 함량 증가에 따라 회복탄성계수가 증가하는 경향을 보였다. 시멘트 함량 3% 이상 사용 시에는 흙의 세립분 함량 40% 수준에서도 철도 상부노반 다짐 강성 품질기준인 80 MPa을 만족하는 것을 확인할 수 있었다.