• 설비공학논문집
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• 제25권6호
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• pp.331-337
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• 2013

An experimental study on the performance of a liquid electric component cooling system was performed. The thermal resistance and pressure drop at a heat sink were measured, for aluminum waterblocks with four different internal shapes, with either smooth surface, porous media filling, or with fins of 5 mm height, or of 7 mm height. The fins had 0.5 mm thickness, and the gap between the fins was 0.5 mm. The waterblock internal dimension was $36.5{\times}36.5{\times}7mm$. Compared with the waterblock with smooth surface, the thermal resistance reduction was 11%, 46%, and 42% for waterblocks with porous media filling, 5 mm, and 7 mm fins, respectively. A new dimensionless parameter was suggested to evaluate the waterblock performance, with the simultaneous consideration of thermal resistance and pressure drop. The performance of the waterblock with fins of 5 mm height was best by parameter.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2011년도 춘계학술대회 논문집
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• pp.608-611
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• 2011

• 한국산학기술학회논문지
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• 제9권3호
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• pp.593-598
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• 2008

브레이크 마찰재의 구성성분 중 기존에 사용되던 무기 충진재인 $BaSO_4$ 대신에 고로슬러지와 그 산화철에 일련의 환원과정을 행하여 얻은 환원분철을 10%, 20%, 30%씩 첨가하면서 몇 종류의 마찰재를 제작하였다. 이 마찰재들에 대해 기본 물성시험, 브레이크 다이마모미터를 사용한 마찰성능 시험 등을 행하였다. 그리고 고가의 충진재인 $BaSO_4$를 환원분철로 대체하여 마찰재에 첨가한 경우, 발열온도, 마모 등의 마찰특성이 우수한 환원분철의 첨가량은 10%이었다. 고로슬러지나 환원분철 시편에서 고로슬러지와 환원분철의 첨가량이 증가할수록 마찰재의 전단강도와 접착강도는 감소하나 모두 마찰재로서의 적용에는 충분한 강도를 나타내었다.

• Steel and Composite Structures
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• 제47권1호
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• pp.91-102
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• 2023

To study the evaluation standard and control limit of mortar filling layer void length, in this paper, the train sub-model was developed by MATLAB and the track-bridge sub-model considering the mortar filling layer void was established by ANSYS. The two sub-models were assembled into a train-track-bridge coupling dynamic model through the wheel-rail contact relationship, and the validity was corroborated by the coupling dynamic model with the literature model. Considering the randomness of fastening stiffness, mortar elastic modulus, length of mortar filling layer void, and pier settlement, the test points were designed by the Box-Behnken method based on Design-Expert software. The coupled dynamic model was calculated, and the support vector regression (SVR) nonlinear mapping model of the wheel-rail system was established. The learning, prediction, and verification were carried out. Finally, the reliable probability of the amplification coefficient distribution of the response index of the train and structure in different ranges was obtained based on the SVR nonlinear mapping model and Latin hypercube sampling method. The limit of the length of the mortar filling layer void was, thus, obtained. The results show that the SVR nonlinear mapping model developed in this paper has a high fitting accuracy of 0.993, and the computational efficiency is significantly improved by 99.86%. It can be used to calculate the dynamic response of the wheel-rail system. The length of the mortar filling layer void significantly affects the wheel-rail vertical force, wheel weight load reduction ratio, rail vertical displacement, and track plate vertical displacement. The dynamic response of the track structure has a more significant effect on the limit value of the length of the mortar filling layer void than the dynamic response of the vehicle, and the rail vertical displacement is the most obvious. At 250 km/h - 350 km/h train running speed, the limit values of grade I, II, and III of the lengths of the mortar filling layer void are 3.932 m, 4.337 m, and 4.766 m, respectively. The results can provide some reference for the long-term service performance reliability of the ballastless track-bridge system of HRS.

• 한국재료학회지
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• 제23권10호
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• pp.550-554
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• 2013

As continued scaling becomes increasingly difficult, 3D integration has emerged as a viable solution to achieve higher bandwidths and good power efficiency. 3D integration can be defined as a technology involving the stacking of multiple processed wafers containing integrated circuits on top of each other with vertical interconnects between the wafers. This type of 3D structure can improve performance levels, enable the integration of devices with incompatible process flows, and reduce form factors. Through silicon vias (TSVs), which directly connect stacked structures die-to-die, are an enabling technology for future 3D integrated systems. TSVs filled with copper using an electro-plating method are investigated in this study. DC and pulses are used as a current source for the electro-plating process as a means of via filling. A TiN barrier and Ru seed layers are deposited by plasma-enhanced atomic layer deposition (PEALD) with thicknesses of 10 and 30 nm, respectively. All samples electroplated by the DC current showed defects, even with additives. However, the samples electroplated by the pulse current showed defect-free super-filled via structures. The optimized condition for defect-free bottom-up super-filling was established by adjusting the additive concentrations in the basic plating solution of copper sulfate. The optimized concentrations of JGB and SPS were found to be 10 and 20 ppm, respectively.

• 한국건설순환자원학회논문집
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• 제9권3호
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• pp.287-294
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• 2021

본 연구에서는 고로슬래그 미분말 등의 순환자원을 재활용하여 건설 현장에서 다양한 목적으로 사용되고 있는 지반안정재에 대해 매입말뚝용 주면고정액으로서의 활용 가능성을 분석하기 위한 연구를 수행하였다. 이를 위해 주면고정액의 일반적인 물/결합재비인 70%와 83%를 적용하여 시편을 제작하고, 압축강도, 주면마찰력, 내진 성능을 파악하기 위한 압축시험, 모형시험, 진동대 시험을 실시하였다. 시험결과. 순환자원을 재활용한 지반안정재의 경우, 국내 관련 기준에 제시된 압축강도 기준을 상회하고, 보통 포틀랜드 시멘트 대비 동등한 주면마찰력을 발휘하며, 지진으로 인한 발생 변위량도 국내 허용변위 기준에 비해 매우 작은 수준을 나타내었다. 따라서 시험결과를 종합적으로 고려할 때, 매입말뚝용 주면고정액으로서 순환자원을 재활용한 지반안정재의 활용 가능성은 충분한 것으로 판단된다.

• 국제초고층학회논문집
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• 제2권1호
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• pp.11-21
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• 2013

The use of concrete filling offers a practical alternative for achieving the required stability of steel Hollow Structural Section (HSS) columns under fire conditions. However, current methods for evaluating fire resistance of Concrete Filled Hollow Structural Steel (CFHSS) columns are highly conservative as they are based on an elemental approach without due consideration to structural interactions that occur in framed structural systems. To overcome this limitation, a system level fire resistance analysis was carried out by treating CFHSS columns as part of an overall structural frame. In this analysis, an eight story steel-framed building was modeled under a range of standard and performance-based fire scenarios (including multi-story progressive burn-out fires) to evaluate the contribution of various structural members/assemblies to overall fire resistance. One of the primary factors considered was the use of concrete filling in HSS columns as an alternative to standard W-shape columns. Results from the analysis indicate that the use of CFHSS columns, in place of W-shape columns, in a performance-based environment can fully eliminate the need for applied fire protection to columns, while providing the required level of structural fire resistance.

• 대한전자공학회논문지TC
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• 제46권2호
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• pp.11-17
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• 2009

본 논문은 공평성 제한(fairness constraint)이 존재하는 재생(regenerative) 직교 주파수 분할 다중 접속 (OFDMA: Orthogonal Frequency Division Multiple Access) 중계 네트워크(relay network)에서 새로운 적응 중계기 선택(adaptive relay selection) 기법을 제안한다. 제안된 기법에서 K 개의 중계기 중 시스템 용량(system capacity)을 최대화하는 M 개의 중계기를 선택한다. 선택된 중계기 사이에서는 공평성 제한을 만족하면서 시스템 성능 열화(system performance degradation)를 최소화하도록 부반송파를 재할당(subcarrier reallocation)한다. 그런 다음 보다 향상된 성능을 얻기 위해 워터필링(water-filling) 방법을 통한 적응적 전력할당이 이루어진다. 시스템 용량과 공평성 사이의 트레이드오프(trade-off) 관계를 이용하여 제안된 기법의 개선 방법 또한 연구되었다.

• Journal of Positioning, Navigation, and Timing
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• 제10권1호
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• pp.55-66
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• 2021

In this paper, we propose a signal propagation modeling technique for generating a positioning fingerprint DB based on Long Term Evolution (LTE) signals. When a DB is created based on the location-based signal information collected in an urban area, gaps in the DB due to uncollected areas occur. The spatial interpolation method for filling the gaps has limitations. In addition, the existing gap filling technique through signal propagation modeling does not reflect the signal attenuation characteristics according to directions occurring in urban areas by considering only the signal attenuation characteristics according to distance. To solve this problem, this paper proposes a Deep Neural Network (DNN)-based signal propagation functionalization technique that considers distance and direction together. To verify the performance of this technique, an experiment was conducted in Seocho-gu, Seoul. Based on the acquired signals, signal propagation characteristics were modeled for each method, and Root Mean Squared Errors (RMSE) was calculated using the verification data to perform comparative analysis. As a result, it was shown that the proposed technique is improved by about 4.284 dBm compared to the existing signal propagation model. Through this, it can be confirmed that the DNN-based signal propagation model proposed in this paper is excellent in performance, and it is expected that the positioning performance will be improved based on the fingerprint DB generated through it.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.69-70
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• 2023

The development of advanced 3D printing technologies has opened up new opportunities for customized digital designs in the construction industry. Using nano- and micro-scale additives is expected to improve the performance of cement-based materials in 3D printing. TiO₂ particles have been widely used as reinforcing additives in cement-based materials. Therefore, this study aims to investigate the application of cement-based materials containing multi-size TiO₂ particles in binder jet 3D printing and the effect of different-size TiO₂ particles on the performance of printed samples. TiO₂ particles exhibit an excellent filling effect, which increases the density of the printed samples and promotes hydration, thereby improving the compressive strength of the samples. In addition, larger TiO₂ particles exert more pronounced filling and photocatalytic effects on the resulting samples.