• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1181-1192
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• 2008

A laboratory investigation was carried out into effects of strain rate on undrained shear behavior of Holocene clay underneath Kobe Airport with an objective to evaluate the factor of safety of the retaining structure built on it. It was examined in a series of triaxial compression and extension tests performed using different rate of axial straining. A comparative compression test in which the strain rate was changed in steps was also carried out. Similar tests were performed in constant-volume direct shear box (DSB) test. And, the deformation characteristics of the clay were also examined in order to evaluate the variation of stiffness during undrained shearing. It was found that the undrained strength increased with not only the shear rate but also the consolidation period. ISOTACH properties seemed a key to govern the undrained shear behavior.

• 대한전자공학회논문지SP
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• 제42권4호
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• pp.103-110
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• 2005

음성 데이터베이스는 TTS 시스템에서 가장 중요한 요소 중의 하나이다. 특히, 내장형 TTS 시스템에서는 서버형 TTS 시스템에서보다 좀 더 작은 데이터베이스를 필요로 한다. 이러한 이유로, 음성합성 데이터의 압축과 통계적 축소과정의 비중은 내장형 TTS 시스템에서 아주 중요한 항목이라고 말할 수 있다. 그러나 이러한 압축과 통계적 축소과정은 합성음질의 저하를 유발시킨다. 본 논문에서는 고품질 내장형 TTS 시스템에서의 데이터 구축방법을 제안하며, MOS 테스트를 통한 합성음질을 검증한다.

• 펄프종이기술
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• 제38권5호
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• pp.60-65
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• 2006

The physical and mechanical properties of linerboard were shown to be affected by changing atmospheric conditions. Two atmospheric conditions were measured in order to investigate how they were affected by different atmospheric conditions on the physical and mechanical properties of domestic linerboard. The basis data set for the standardization research was provided in this study. It is confirmed that the relative humidity seemed to be a major factor on the quality deterioration of a linerboard. Experimental results have shown that the short span compression test (SCT) could be used to evaluate the quality characteristics of linerboardat different moisture content and relative humidity.

• Steel and Composite Structures
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• 제18권1호
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• pp.71-90
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• 2015

Axial compression tests have been carried out on 18 rectangular concrete-filled cold-formed steel tubular (CFST) columns with the aim of investigating the axial behaviour of rectangular CFST columns under different loading methods (steel loaded-first and full-section loaded methods). The influence of different loading methods on the ultimate strength of the specimens was compared and the development of Poisson's Ratio as it responds to an increasing load was reported and analysed. Then, the relationship between the constraining factor and the strength index, and the relationship between the constraining factor and ductility index of the specimens, were both discussed. Furthermore, the test results of the full-section loaded specimens were compared with five international code predicted values, and an equation was derived to predict the axial carrying capacity for rectangular CFST columns with a steel loaded-first loading method.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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• pp.148-149
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• 2014

In modern society, population overcrowding and concentration of facilities are happened because of the concentration on to city. So this phenomenon demands improvement of material's performance, technical development of structure analysis and design and improvement of constructing ability .High strength concrete has some merits. High strengthening makes the cross section reduced, and that cause decrease of structure weight. And using high durable and superplasticizer promote liquidity, thus high quality concrete can be produced. Because of these advantages, this study is for showing validity of using it by compression/tensile strength experiment. As this experiment's result, when concrete become stronger, interface intensity coefficient between cement and aggregate is different and they don't adhere to each other. So there is brittle failure. Fragility factor also steadily increase with strong concrete, it tells high strength concrete has problem. Therefore the sources used in high strength concrete like cement and aggregate must have great quality. So the source's performance must be supervised well because their quality decides performance criteria.

• International journal of advanced smart convergence
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• 제5권2호
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• pp.1-7
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• 2016

Recently, with the development of advanced thin film devices comes the need for constant high quality vacuum as the deposition pressure is more demanding. It is for this reason our research seeks to understand how the variable design factors are employed in such vacuum systems. In this study, the effects of design factor applications on the vacuum characteristics were simulated to obtain the optimum design modeling of variable models on an ultra high vacuum system. The commercial vacuum system simulator, $VacSim^{(multi)}$, was used in our investigation. The reliability of the employed simulator was verified by the simulation of the commercially available models of ultra high vacuum system. Simulated vacuum characteristics of the proposed modeling aligned with the observed experimental behavior of real systems. Simulated behaviors showed the optimum design models for the ideal conditions to achieve optimal pressure, pumping speed, and compression ratio in these systems.

• 대한기계학회논문집B
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• 제24권9호
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• pp.1185-1194
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• 2000

The characteristics of intake port flow and engine performance with swirl ratio variance in a turbocharged D.I. diesel engine were studied in this paper. The intake port flow is important factor which have influence on the engine performance and exhaust emission because the properties in the injected fuel depend on the combustion characteristics. Through these experiments it can be expected to satisfy performance and emission by optimizing the main parameters; the swirl ratio of intake port, injection timing and compression ratio. The swirl ratio for ports was modified by hand-working and measured by impulse swirl meter. For the effects on performance and emission, the brake torque and brake specific fuel consumption were measured by engine dynamometer, NOx and smoke were measured by gas analyzer and smoke meter. The results of steady flow test are as follows; as the valve eccentricity ratio are closed to cylinder wall, the flow coefficient and swirl intensity are increased. Also we realized that there is a trade-off that the increase of swirl ratio decreases mean flow coefficient and increases the Gulf factor. And the optimum parameters to meet performance and emission through engine test are as follows; the swirl ratio 2.43, injection timing BTDC 13oCA and compression ratio 15.5.

• 한국터널지하공간학회 논문집
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• 제15권6호
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• pp.547-557
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• 2013

전단응력에 의한 전단강도 및 모드 II 파괴인성은 이산화탄소 지중저장에서의 덮개암 및 주입층의 안정성 평가에 활용되는 중요한 인자들이다. 본 연구에서는 짧은 보 압축시험을 이용하여 코코니노 사암의 전단강도 및 모드 II 파괴인성을 측정하였다. 측정된 평균 전단강도는 23.53 MPa이며, 모드 II 파괴인성은 1.58 MPa${\surd}$m이다. 응력확대계수(stress intensity factor)는 변위외삽법(displacement extrapolation method)을 이용한 유한요소법으로 결정하였다. 또한 이축응력(biaxial stress)과 수분포화(water saturation)가 모드 II 파괴인성에 미치는 영향을 분석하였다. 그 결과 이축응력이 증가할수록 파괴인성도 증가하였고, 완전포화된 시험편의 파괴인성은 건조상태의 파괴인성보다 대략 11.4% 감소하였다.

• 한국산학기술학회논문지
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• 제13권1호
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• pp.406-411
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• 2012

지반의 비배수강도 값 결정을 위하여 최근 콘 관입시험 결과가 많이 활용되고 있다. 그러나 비배수강도 값은 콘 계수 값에 절대적으로 의존하며, 해당 지역에 적합한 콘 계수 값의 결정을 위하여는 많은 시험결과의 축적 및 분석이 필요하다. 본 연구에서는 경기도 시화지구 북동지역 점성토 지반에 대하여 수행된 현장베인시험, 일축압축시험 및 비압밀비배수 삼축압축시험 결과를 이용하여 각 시험결과별 콘 계수 값을 산정하였으며, 이를 비교 분석하였다. 전통적 콘 계수 $N_{kt}$, $N_{ke}$, $N_e$ 및 새로운 콘 계수 $N_e$ 값들은 각각 12, 11, 3, 13으로 산정되었으며, $N_{{\Delta}u}$와 간극수압비 Bq 사이에 특정한 경향이 있음이 고찰되었다.

• 한국산학기술학회논문지
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• 제19권5호
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• pp.661-671
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• 2018

강판 콘크리트구조에 대한 국내 연구는 대체적으로 강도가 큰 원전 구조물에 초점을 맞추고 있다. 현재 안전성과 시공성 측면에서 유리한 SC구조는 특수구조물에만 한정되어 적용되어 왔으며, 최근 구조적으로 장점이 명확한 SC구조에 대해 일반건축물에 적용하기 위한 연구가 진행되고 있다. 본 연구에서는 SC 구조를 일반 건축물에 적용하기 위한 기초 연구로서 특히 SC 구조에서 중요한 요소인 콘크리트의 시멘트를 고로슬래그로 대체하여 친환경성에 부합한 구조체를 계획하기 위해 무시멘트 콘크리트를 적용한 SC 구조의 기본 설계 정보를 제시하고자 한다. 이 논문에서는 압축 특성, 중심 압축 하중을 받는 유효좌굴길이계수에 대해 연구하였다. 유효좌굴길이계수를 산정하기 위해서 판 이론을 적용하지 않고 오일러 기둥 이론으로 계산하였다. 유효좌굴길이계수를 계산할 때 필요한 변형률을 측정하여 강판의 항복강도, 강판의 좌굴 및 콘크리트가 파단되는 시점에서의 유효좌굴길이계수를 계산하였다. 또한, 세장비(B/t)를 변수로 최대 압축강도가 국외 및 국내 기준식에 부합하는 지를 검토하였으며 기둥 이론을 적용하여 실험체의 좌굴을 분석하고 측정된 강판의 변형률을 선택하는 방법에 따라 유효좌굴길이계수를 분석하여 기준식에서 제시하는 값과 비교하였다.