• Proceedings of the KIPE Conference
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• 2010.07a
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• pp.534-535
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• 2010

최근 전원장치의 대용량화가 요구되면서 하나의 전원에서 모든 전력을 부담하는 것보다 여러 대의 전원을 병렬 운전하여 신뢰성을 높이고 용량을 증대시키는 방안이 연구되고 있다. 본 논문에서는 병렬 연결된 전원장치에 부하전류 분배를 하는데 있어 디지털 방식을 사용하여 고속 통신을 통한 제어를 이루어 시스템 비용을 낮추고 높은 수준의 제어 로직을 구성하여 부하 변동시 안정된 부하분담이 이루어지는 모듈화 된 일정 용량의 전원 장치를 제안하고 시뮬레이션을 통하여 검증하였다.

• Proceedings of the KAIS Fall Conference
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• 2009.12a
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• pp.881-884
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• 2009

태양열을 이용한 발전은 신재생에너지 사업으로 현재 각광을 받고 있는 분야 중의 하나이다. 본 논문에서는 3kv급 태양열 집전기를 유한요소법을 이용하여 돌풍이 불 때 풍하중에 의한 안전성을 평가하였다. 태양열 집전기는 옥외에 설치가 되므로 바람에 대한 영향을 가장 많이 받게 되는데 풍하중은 특히 강한 태풍이 불 때에 가장 높은 설계변수로 자중이나 프레임이 태양을 트레킹 할 때 생기는 동역학적인 변수보다도 크게 된다. 기존에 풍압력에 대한 산술식이 있지만 구조에 따라 적용하는 방법이 다르므로 돌풍이 불 때의 풍속을 적용, 유한요소법을 이용하여 우선 플레이트 프레임 표면에 발생하는 표면 압력을 계산하였다. 구한 표면 압력으로부터 플레이트 부분에 작용하는 하중으로 환산을 구조물에 대입하였고, 구조물이 크고 Mesh수에 문제로 인해 프레임을 두 부문으로 나누어서 포스트 부문과 플레이트 부분에 적용하여 해석하였다. 포스트의 경우에는 플레이트에서 받은 풍하중을 벡터로 나누어서 적용하였고 플레이트 부분에서 작용하는 자중을 고려하여 적용하였다. 플레이트의 경우 돌풍에 안정적이라 하더라도 변형량이 높을 경우를 적용하였다. 포스트 부분과 플레이트 연결부에서도 보강을 통하여 적정범위의 응력이 집전기에 문제가 발생할 수 있으므로 적정한 범위의 변형량을 유지하기 위해 설계변경 하여 안전한 구조물이 되도록 하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.2
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• pp.130-137
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• 2017

Due to the economic growth and development of construction technology, a role of foundation to resist heavy loads has been increased. In this present study to improve the structural performance of reinforced concrete pile, the precast HPC pile reinforced with rebar and filling concrete was developed and the strength of pile was predicted based on the limit state design method. The safety of HPC pile strength was evaluated by comparing with the design values. The geometry of HPC pile is a decagon cross section with a maximum width of 500 mm and a minimum width of 475 mm, and the hollow head of pile thickness is 70 mm. The inner area of the hollow head part was made as the square ribbed shape presented in the limit state design code in order to achieve horizontal shear strength between pile concrete and filling concrete. From the shear test results, it was found that the stable shear strength were secured without abrupt failure until maximum load stage despite the shear cracks was found. Shear strength is 135% and 119% higher than that of design value calculated from limit state design code. The driving test results of HPC pile according to the presence of additional reinforcement showed the outstanding crack resistance against impact loads condition. From the bending test results the flexural load between PHC pile and HPC pile was 1.51 times and 1.48 times higher than that of the design flexural load of conventional PHC pile.

• The Journal of Society for e-Business Studies
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• v.20 no.2
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• pp.125-140
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• 2015

It is general that the impact of supply chain risk spread out to the whole network along the connected structure. Due to the risk propagation the probability to exposure a certain risk is affected by not only the characteristics of each risk factor but also network structure. It means that the structural connectivity among vertices should be considered while designing supply chain network in order to minimize disruption cost. In this research, the betweenness centrality has been utilized to quantitatively assess the structural vulnerability. The betweenness centrality is interpreted as the index which can express both the probability of risk occurrence and propagation of risk impact. With the structural vulnerability index, it is possible to compare the stability of each alternative supply chain structure and choose the better one.

• Journal of the Institute of Electronics and Information Engineers
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• v.50 no.1
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• pp.239-245
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• 2013

The temperature monitoring of power cable and cable junction point is the necessary link of the safe and reliable operation of the power system. Many kinds of cables and high voltage junction points are easy to exposed continuous vibrations and momentary impulse in industry field especially power plant industries. This system can predict the overheating of the electric cable interface and the possibility of all kinds of accident, and it helps for eliminating the hazards of electric cable interface and provides the effective guarantee for the safety operation. In order to avoid the faults of the inconvenience of installation and maintenance and the high cost of application, this system used small and contactless IR sensor module. The low power consumption is used in the system. The goal of this study is the low cost and on-line reliable monitoring of power cable and junction point temperature.

• Journal of Korean Tunnelling and Underground Space Association
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• v.19 no.2
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• pp.231-248
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• 2017

Government plans to construct a double-deck tunnel under a portion of Gyeongbu Expressway that will solve traffic problems and could also be used as a flood storage facility. Divergence tunnels connect the main tunnel to the urban areas and their construction effects on adjacent structures at shallow depth need to be analyzed. This study primarily includes the numerical analysis of construction effects of divergence tunnels on utility tunnels. The utility tunnel was analyzed for three cases of volume loss applied to the divergence tunnel and two cases of the angle between main tunnel and divergence tunnel ($36^{\circ}$ and $45^{\circ}$). The results show that the more the volume loss was applied and the shorter the distance was between utility tunnel and divergence tunnel, the more the utility tunnel was affected in terms of induced displacements, angular displacement and stability. The worst scenario was found out to be the one where the angle between main tunnel and divergence tunnel was $36^{\circ}$ and the distance between divergence tunnel and utility tunnel was 10 m, resulting in the largest displacement and differential settlement at the bottom of the utility tunnel. A relationship between the angular displacement and the distance to diameter ratio was also established.

• Journal of the Korean Geotechnical Society
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• v.34 no.3
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• pp.43-56
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• 2018

Vertical cutoff walls such as steel pipe sheet piles (SPSPs) have been commonly applied for the construction of the offshore waste landfill site. Because the SPSPs are sequentially installed by connecting their joints to those of adjacent piles, their mechanical stability should be ensured against the inherent external forces on the sea. The objective of this study is to evaluate the structural performances of the newly developed types of SPSP joint compared with those of other joint types. The problems of the traditional SPSP joints are investigated, and an advanced joint shape of SPSP, which is named double H with L-T (DHLT) joint, are designed for improving the constructability and maintenance. Full-scale models of the DHLT joint are manufactured, and then its joint areas are filled with grout material. After 28 days of curing time, compressive and tensile strength tests were performed on the joint models and the test results were compared with those of the traditional joints. Experimental results show that the structural capacities of the DHLT joint models are lower than those of traditional joints due to the influence of grout and steel members. In the cases of the compressive strength test, especially, bending occurs on steel H-beam with no distinct cracks in grout due to the asymmetrical structure of joint which has no reaction force. This study shows that the performance of the SPSP joint can be improved by considering the influence factors on the structural capacities estimated by the experimental tests.

• The Journal of Korean Academy of Prosthodontics
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• v.48 no.4
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• pp.280-286
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• 2010

Purpose: This study evaluated the detorque values of screws in a multiple implant-supported superstructure using stone casts made with 2 different impression techniques. Material and methods: A fully edentulous mandibular master model and a metal framework directly connected to four implants (Br${\aa}$nemark $System^{(R)}$; Nobel Biocare AB) with a passive fit to each other were fabricated. Six experimental stone casts (Group 1) were made with 6 non-splinted impressions on a master cast and another 6 experimental casts (Group 2) were made with 6 acrylic resin splinted impressions. The detorque values of screws ($TorqTite^{(R)}$ GoldAdapt Abutment Screw; Nobel Biocare AB) were measured twice after the metal framework was fastened onto each experimental stone cast with 20 Ncm torque. Detorque values were analyzed using the mixed model with the fixed effect of screw and reading and the random effect of model for the repeated measured data at a .05 level of ignificance. Results: The mean detorque values were 7.9 Ncm (Group 1) and 8.1 Ncm (Group 2), and the mean of minimum detorque values were 6.1 Ncm (Group 1) and 6.5 Ncm (Group 2). No statistically significant differences between 2 groups were found and no statistically significant differences among 4 screws were found for detorque values. No statistically significant differences between 2 groups were also found for minimum detorque values. Conclusion: In a multiple external hexagon implant-supported prosthesis, no significant differences between 2 groups were found for detorque values and for minimum detorque values. There seems to be no significant differences in screw joint stability between 2 stone cast groups made with 2 different impression techniques.

• Proceedings of the KIEE Conference
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• 2001.07c
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• pp.1360-1362
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• 2001

본 논문에서는 다이어프램을 세라믹을 사용하여 2차 변환 소자로 금속 스트레인 게이지 대신에 thick film piezoresistor를 이용한 후막 압력센서에 관한 연구이다. 다이어프램의 미소 변형을 후막의 비저항 변화로 검출하는 압저항 효과를 이용하는 방식이다. 종래의 압력센서와 비교하여 크리프 현상이 적고, 안정성이 우수한 특징을 갖고 있다. 또한 저항선이나 박 게이지의 게이지율이 3$\sim$5 인 것이 비하면 후막저항을 사용한 경우, 약 15$\sim$20정도의 높은 게이지율을 얻을 수 있어서 측정범위를 넓게 할 수 있으며, 후막공정의 스크린 프린팅을 통한 자동화는 수율의 향상과 저 가격화를 실현할 수 있다. 또, 후막 저항형 압력센서는 두 개의 저항이 다이어프램의 중앙 부근에 위치하며, 나머지 두 개의 저항은 가장자리에 위치시킴으로써 미소 변형에서도 저항값의 변화를 읽을 수 있도록 하였고, 휘스톤 브리지의 연결 도체부는 Pt를 주성분으로 하는 conductive paste(DHC7085)를 사용하였다. 이렇게 설계.제작된 압력 센서를 지지대에 고정시킨 후 캡슐에 넣고 감도, 선형성, 히스테리시스 그리고 온도특성 등을 고찰하였다.

• Journal of the Korean GEO-environmental Society
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• v.8 no.3
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• pp.41-49
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• 2007

The typical bonding methods which connect steel pipe pile and spread footing is bolted bonding method using +type cover plate for reinforcing a head of steel pipe pile. In this paper, stability of spread footing in pile foundation have been evaluated by loading test of +type cover plate for reinforcing a head of pile and hook type bonding method. The presents results from a series of pilot model test on vertically loaded piles foundation of bolted bonding method and hook type bonding method, pile foundation is identified to safety due to pile foundation exceed 8.5~21% which more than yield stress of steel pipe pile. As the results of horizontal loading tests, peak load of piles foundation of hook type bonding method has estimated in 41.1tonf and it was exceed about 33% which more than pile foundation of bolted bonding method.