• 한국지반신소재학회논문집
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• 제21권2호
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• pp.49-56
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• 2022

본 연구는 말뚝으로 보강된 풍력발전기초의 수평저항력을 실내모형실험을 통해 구하였다. 특히 말뚝과 풍력발전기초 및 암반지반을 일체화시켜 기존의 중력식 풍력발전기초와의 수평저항력을 비교하였다. 또한 말뚝의 근입깊이를 달리하여 말뚝의 수평저항력 및 휨모멘트의 변화를 분석하였다. 그 결과 말뚝의 근입깊이가 깊어짐에 따라 수평저항력이 커짐을 알 수 있었다. 특히 암석층까지 말뚝이 근입된 경우가 사석층까지 근입된 경우보다 말뚝의 저항력 증가비가 2.11배 크게 나타났다. 말뚝이 암반지반까지 근입될 경우 최대 휨모멘트의 발생위치는 풍력발전기초와 사석층의 경계면에서 나타남을 알 수 있었다. 이를 통해 기존 중력식 풍력발전 기초보다 말뚝으로 보강된 풍력발전 기초의 수평저항력이 크게 나타남에 따라 안전성 측면에서 더 유리한 시공방법이 될 수 있을 것으로 파악된다.

• 한국구조물진단유지관리공학회 논문집
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• 제11권1호
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• pp.68-76
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• 2007

본 연구에서는 실내실험을 통하여 U형 강박스거더의 상부 수평브레이싱이 휨 거동에 미치는 영향을 파악하고 기존의 수평브레이싱 설계 제안식에 대한 적정성을 검토하기 위하여, 실제 시공되고 있는 U형 강박스 거더 단면의 2/3정도 되는 캔틸레버 형식의 시험체를 제작하여 휨 실험을 수행하였다. 이로써 수집된 데이터를 분석하여 상부 수평브레이싱의 합리적인 휨 설계식 제안을 위한 기초를 마련하였다. 그리고, 상부 수평브레이싱의 형태 및 패널수의 변화에 따른 휨 실험을 통하여 브레이싱 부재의 응력을 측정하고 Helwig가 제안한 설계식으로 구한 값과 비교한 결과 합리적인 브레이싱의 형태 및 패널 수를 얻을 수 있었다.

• 비파괴검사학회지
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• 제22권4호
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• pp.354-360
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• 2002

NDT나 의료용 영장장치에 응용되는 압전복합재는 일반적인 세라믹이나 고분자 압전재료에 비하여 많은 장점을 가진다. 이들 응용분야에서는 전기기계결합계수가 높아야 하고 음향임피던스가 낮아야 한다. 그러나, 압전복합재의 횡방향 단위 크기가 조밀하지 못할 경우 횡방향으로 진행하는 판파에 의한 불필요한 진통이 표면에 발생하게 된다. 횡방향 단위 크기와 세라믹 체적비에 따른 압전 특성을 조사하기 위하여 PMN-PZT 세라믹과 Epofix 에폭시로 에폭시의 폭의 달리하면서 1-3형 압전복합채를 제작하였다. 제작된 1-3형 압전복합재의 두께방향 진동모드의 전기기계결합계 수, 음향임피던스는 각각 $0.36{\sim}0.64,\;9.8{\sim}22.7MRayl$ MRayl로 나타났으며, 횡방향 단위크기가 줄어들수록 횡방향 모드 공진 주파수가 증가하였다.

• 복식
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• 제57권4호
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• pp.9-17
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• 2007

Somatotype is human body shape and physique type which can be classified not only by the size, but also by the shape or posture of the body. Postural variations in the alignment of the back, shoulder, and neck can have an adverse effect on the fit of garments designed to hang from the shoulders. There have been some previous studies about the lateral upper torso by analyzing photographic measurements. In this study, 3D body scan images were used to classify the side somatotype of upper lateral method even though they are major data in the classification of upper torso. This study focused on following objective.; 1) To apply new and developing technology into the apparel industry analyzing 3D body scan images. 2) To classify upper laterla torso using the data through the new improver technology, 3D body scanner. 3) To propose basic materials for well fitted garments for each type of figure. The test subjects for this study were two hundreds nine female aged 19 years and up who were recruited in Cornell university body scan research team. Seventeen Variables(12 angles, 5 lengths) out of 3D body scan data were measured based on these landmarks and applied to analyze. The result of factor analysis indicated that 6 factors were extracted through factor analysis and orthogonal rotation by the method of Varimax and those factors comprise 62.5% of total variance. And the somatotype of upper body is classified into 3 types of figures according to cluster analysis; Bent forward posture, Straight posture, Swayback posture. Future study could be addressed about the somatotype of body by the age group based on the large database with wide variety of age.

• Journal of Periodontal and Implant Science
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• 제30권2호
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• pp.429-442
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• 2000

Based on current evidence in the literature, it is known that endotoxin is a weakly adherent surface phenomenon and that power-driven instruments can be used to accomplish definitive root detoxification and maximal wound healing without overinstrumentation of root and without extensive cementum removal. And one of the newly developed curette tips used with low power of piezoelectric ultrasonic scaler, is effective to remove calculus and not to remove the excessive cementum. The purpose of this study is therefore, to assess the influence of ultrasonic power and various working parameters on root substitute removal when instrumentation is performed with the curette tip on piezoelectric ultrasonic scaler. This study assessed defect depth, width and area resulting from instrumentation using a piezoelectric ultrasonic scaler with a curette type tip in vitro to acrylic resin block as a root substitute. The working parameters was standardized by the sledge device which controls lateral force(0.5 N, 1 N, 2 N) and instrumentation time(5 sec, 10 sec, 20 sec) and power setting was adjusted 0,2,4,8 in P mode. Power setting had the greatest influence on defect depth compared to lateral force and instrumentation time(standardized regression parameter estimates${\pm}$standard error, $0.37{\pm}0.02$, $0.19{\pm}0.02$, $0.07{\pm}0.02$). The effects on defect area also greatest for power setting($0.57{\pm}0.03$) compared to lateral force and instrumentation time($0.33{\pm}0.03$, $0.12{\pm}0.03$). The effect of the power setting on the defect width($0.15{\pm}0.01$) is not so great as defect depth or defect area compared to lateral force($0.12{\pm}0.01$) and effect of instrumentation time is minimal($0.02{\pm}0.01$). It could be concluded that the power setting has the greatest influence on the defect depth and area in curette type tip with low power of piezoelectric ultrasonic device. Many parameters can be adjusted in various situation in clinical use of piezoelectric ultrasonic scaler but the power setting is the first parameter to be adjusted.

• 한국수자원학회논문집
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• 제35권6호
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• pp.787-796
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• 2002

자연하천의 부정류 홍수예측을 위하여 Preissmann기법에 의한 수리학적 홍수추적을 실시하였으며, 민감도 분석을 위한 상류단과 측방유입수문곡선으로서 Log-Pearson Type-III를 사용하였다. 실제하천 적용에 있어서 유역에 대해서는 선형저수지 모형을 적용하고 하도망에 대해서는 수리학적 홍수추적을 실시하였다. 상류단과 측방유입수문곡선은 선형저수지 모형을 이용하여 산정하였으며, 하류단 경계조건으로서 Manning공식을 이용하였다. 유입수문곡선으로서 선형저수지모형이 적용된 부정류모형을 보청천유역에 적용시킨 결과 실측치와 매우 근접한 수문곡선을 예측할 수 있었으며, 본 연구는 측방유입이 있는 경우, 선형저수지 모형을 이용한 수리학적 홍수예측이 가능하고, 부정류모형을 이용하여 흐름계산을 할 경우 조도계수 산정을 위한 수단이 될 수 있을 것으로 판단된다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.365-373
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• 2011

In general, when train drives boost and traction mode, force of delivering to the track was difference between boost and traction driving mode. But, in korea, we've never performed that measure the track wheel load and lateral force while boost and traction driving. This study measured wheel load and lateral force using combination of 7200type locomotive and six freight car. And the train used single and automatic brake. The train drives boost and traction mode. In order to the difference radius of curve, we had measured at 3 point in the curve of turnout.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.52-55
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• 2004

Before incorporating the earthquake-resistance design in design code(998), most of existing residential buildings were built without having lateral resistance capacity in addition to their structural peculiarity such as exterior stair ways, exterior elevator room. For these reasons, the retrofitting research demands for existing buildings arise recently and many retrofitting methods are proposed. These tasks are important to reduce the enormous economic loss and environmental issues. In this study, Scaled residential buildings with/without lateral resistance were tested and monitored with external lateral load especially toward the longer side of the building. From these experiments, enhanced retrofitting methods of old shear wall system are proposed and also compared with structural analysis.

• Structural Engineering and Mechanics
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• 제25권1호
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• pp.75-89
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• 2007

Post-earthquake reconnaissance and experimental research indicate that squat reinforced concrete (RC) columns in existing buildings or bridge piers are vulnerable to non-ductile shear failure. Recently, several experimental studies were conducted to investigate upgrading the shear resistance capacity of such columns in order to modify their failure mode to ductile one. Among these upgrading methods is the use of fibre-reinforced polymer (FRP) jackets. One of the preferred analytical tools to simulate the response of frame structures to earthquake loading is the lumped plasticity macromodels due to their computational efficiency and reasonable accuracy. In these models, the columns' nonlinear response is lumped at its ends. The most important input data for such type of models is the element's lateral force-displacement backbone curve. The objective of this study is to verify an analytical method to predict the lateral force-displacement ductility relationship of axially and laterally loaded rectangular RC squat columns retrofitted with FRP composites. The predicted relationship showed good accuracy when compared with tests available in the literature.

• Earthquakes and Structures
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• 제6권4호
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• pp.437-455
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• 2014

Some conventional lateral load patterns for pushover analysis, and proposing a new accurate pattern was investigated in present research. The new proposed load pattern has load distribution according weight and stiffness variation in height and mode shape of structure. The assessment of pushover application with mentioned pattern in X type braced steel frames and steel moment resisting frames, with stiffness and mass variation in height, was studied completely and the obtained results were compared with nonlinear dynamic analysis method (including time history analysis). The methods were compared from standpoints of some basic parameters such as displacement, drift and shape of lateral load pattern. It is concluded that proposed load pattern results are closer to nonlinear dynamic analysis (NDA) compared to other pushover load patterns especially in tall and medium-rise buildings having different stiffness and mass during the height.