• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2004년도 학술발표회
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• pp.1300-1304
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• 2004

This study is to present a method of flood damaged area detection by the typhoon RUSA (August 31 - September 1, 2002) using Landsat 7 ETM+ and Landsat 5 TM images. Two images of Sept. 29, 2000 and Sept. 11, 2002 (path 115, row 34) were prepared for Gangreung, To identify the damaged areas, firstly, the NDVI (Normalized Difference Vegetation Index) of each image was computed, secondly, the NDVI values were reclassified as two categories that the negative index values including zero are the one and the positive index values are the other, thirdly the reclassified image before typhoon is subtracted from the reclassified image after typhoon to get DNDVI (Differential NDVI). Some part of urban and agricultural were classified into damaged area due to typhoon RUSA in Gangreung, $18.8km^2$ and $17.7km^2$ respectively.

• 한국화재소방학회논문지
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• 제18권4호
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• pp.72-77
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• 2004

본 연구에서는 외부화염에 의한 비닐코드의 손상에 따른 단락 진행과정, 외형 및 표면 구조,조성 변화 등 단락 특성을 연구하였다. 초고속이미지시스템(HSIS)을 이용하여 단락과정을 분석한 결과, 열적피로에 의해 피복이 소실되면서 전선 도체가 닿아 수회에 걸쳐 단락이 발생하였으며. 실체현미경과 SEM을 이용하여 외형과 표면구조를 분석한 결과, 전원 측 전선은 두 가닥 모두에 용융흔이 형성되었으며 V자형의 흠을 나타냈다. 부하 측 전선의 용융흔은 전원 측 보다 큼을 알 수 있었다. EDX에 의한 조성분석 결과. 전원 측에서는 Cu와 O가 검출되었으며 부하 측에서는 Cu와 O 이외에 피복재료인 Cl과 Ca를 검출할 수 있었다. 이와 같은 실험과 분석결과를 바탕으로 전기화재의 원인을 규명하는데 많은 도움이 될 것으로 기대한다.

• 상하수도학회지
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• 제30권1호
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• pp.33-40
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• 2016

In this study, a fluorescent silica nano particle is used as the surrogate for challenging test of membrane surface integrity. The particles are functionalized by a fluorescent dying agent so that as an ultraviolet light is imposed a bright fluorescent image from the particles can be taken. If a membrane surface is damaged and has a compromised part larger than the size of surrogate the fluorescent particles would pass through and contained in the permeate. An operator can directly notice whether the membrane surface is damaged or not by detecting a fluorescent image taken from the permeate. Additionally, the size of compromised part is estimated through analysing the fluorescent image in which we surmise the mass of particles included in the permeate by calculating an average RGB value of the image. The pilot scale experiments showed that this method could be applied successfully to determine if a membrane surface had a damaged parts regardless of the test condition. In the testing on the actual damaged area of $4.712mm^2$, the lowest error of estimating the damaged area was -1.32% with the surrogate concentration of 80 mg/L, flux of $40L/m^2/hr$ for 25 minutes of detection. A further study is still going on to increase the lowest detection limit and thus decrease the error of estimation.

• 한국융합학회논문지
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• 제11권11호
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• pp.165-173
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• 2020

훼손 도자기의 결실부 복원은 ABS, PLA 등이 적용되고 있으나 도자기 재질과는 유사하지 않아 세라믹 수지에 대한 물성 및 적용성 연구를 진행해보고자 하였다. 기존 복원 방법인 거푸집과 ABS 수지 복원, 세라믹 수지의 실제 복원 및 물성 실험을 진행하였다. 연구 결과 세라믹 수지의 복원부 제작은 기존 재료에 비해 정밀도가 높아 미세한 형상의 출력이 가능하고, 표면 질감, 광택이 L30과 ABS 수지보다 우수하였다. 물성 측정 결과 수축, 변형이 없고 압축강도가 높아 기존 재료에 비해 내구성이 우수하나 비중과 경도 값은 복원부 제작 후 가공성이 저하될 수 있는 요소로 작용될 수도 있을 것으로 사료된다. 본 연구에서 적용된 세라믹 수지의 장기적인 모니터링과 신뢰성 및 안정성 평가, 너무 얇거나 긴 형태의 복원부 출력 시 원형복원성 등에 대한 추가적인 연구가 이루어져야 할 것으로 판단된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 3차
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• pp.11-17
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• 2010

Numerical analysis was carried out in order to simulate the development of the large deformation that took place on the reinforced earth wall, a part of the Tottori expressway planned to pass Hyogo, Japan. Since this reinforced earth wall had experienced unexpected deformation of the wall during construction, the wall was re-constructed twice. However, the wall deformation showed no sign to cease even at the final stage of the construction. Countermeasures to re-stabilize the wall were demanded. In part I of this paper, it was manifested that subsidence of a 3-meter weak soil due to seepage flow was responsible for the large deformation. A part of concrete panel wall was severely damaged due to extremely large pulling force of geotextile induced by the hammock state. As for the countermeasures, "grouting with slag system" was applied to fill voids of the backfill, and also to prevent further development of settlement in the weak soil layer. "Ground anchor" was also considered to achieve the prescribed factor of safety.

• 한국관개배수논문집
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• 제18권2호
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• pp.111-121
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• 2011

This study is to estimate the possible damage area of greenhouse by heavy snowfall event using terra MODIS snow cover area (SCA) and the ground measured snowfall data (GMSD). For the 4 heavy snowfall events of January 2001, March 2004, December 2005 and January 2010, the areas exceeding the design criteria of snowfall depth for greenhouse breaking were extracted by coupling the MODIS SCA and GMSD. The main damaged regions were estimated as Gangwon province in 2001, Chungbuk and part of Gyeongbuk province in 2004, Jeonbuk and Jeonnam province in 2005, and Gangwon and part of Gyeonggi province in 2010 respectively. Comparing with the investigated number of greenhouse damaged data, the estimated areas reflected the statistical data except 2001. The 2001 greenhouse damages were caused by the high wind speed (35.7m/sec) together with snowfall. The results of this study can be improved if the design criteria of wind speed is added.

• 한국구조물진단유지관리공학회 논문집
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• 제25권3호
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• pp.100-109
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• 2021

본 연구에서는 부식에 의하여 발생하는 표면 단면손상을 고려하여 인위적인 표면 단면손상이 도입된 원형인장 부재의 인장성능 변화를 평가하였다. 인장성능 평가를 위하여 부식수준에 따른 인위적인 단면손상을 손상 폭과 높이를 변화시켜 원형강관 시험체 표면에 도입하였으며, 단면손상 수준에 따른 인장성능 변화를 평가하였다. 인장강도 실험 결과, 원형단면 강관부재의 인장강도는 강관부재의 길이 방향 손상이 아닌 부재 둘레 방향 손상의 영향을 받는 것으로 나타났으며, 부재의 파괴는 손상이 발생한 부재의 최소 단면에서 발생하는 것으로 나타났다. 표면에 불규칙한 손상이 도입된 강관 시험체의 단면조건을 명확하게 평가할 수 없으므로, 단면손상으로 인한 인장강도 변화를 정량적으로 비교하기 위하여 동일 단면 감소효과가 고려된 강관 부재에 대한 비선형 구조해석을 실시하였다. 비선형 구조해석 결과, 실제 부재 표면에 국부적 단면손상이 발생한 부재의 인장강도는 동일 단면 감소효과를 고려한 부재의 인장강도에 비하여 상대적으로 급격하게 저하하는 것으로 평가되었다. 국부부식과 같이 표면에 불규칙한 단면손상이 발생한 부재의 잔존인장성능은 인장시험과 등가손상 단면과 구조해석 결과로부터 평가된 상관계수를 이용하여 평가 및 예측될 수 있을 것이다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2006년도 제37회 하계학술대회 논문집 D
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• pp.2113-2115
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• 2006

This paper proposes a spatio-temporal correlation algorithm that takes advantage of the spatial and temporal correlations in video streams for error concealment. The spatio-temporal correlation algorithm sets the neighborhood area of the damaged part as a reference window, then finds the area that best matches the reference window in the previous frame. The best-matched area in the previous frame replaces the damaged part in the current frame. The results of ten variations of the proposed algorithm are compared with conventional error concealment methods. These methods include the ones applicable to P-frames as well as I-frames. The comparison results show that the proposed algorithm is very efficient for l-frame error concealment with a large motion between frames.

• Corrosion Science and Technology
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• 제18권5호
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• pp.190-195
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• 2019

SA508 low-alloy steel for a reactor vessel was exposed to primary water in a pressurized water reactor (PWR) plant because the cladding layer of type 309 stainless steel for the RPV was removed, due to an accident in which the detachment of the thermal sleeve occurred. The major advantage of the electrochemical deposition (ECD) Ni plating technique is that the reactor pressure vessel can be repaired without significant thermal effects, and Ni has solid corrosion resistance that can withstand boric acid. The corrosion rate assessment of the damaged part was performed, and its trend was analyzed. Essential variables of the Ni plating for repair of the damaged part were derived. These conditions are applicable variables for the repair plating device, and have been carefully adjusted using the repair plating device. The process for establishing ASME technical standards called Code Case N-840 is described. The process of developing Ni-plating devices, and the electroplating procedure specification (EPS) are described.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.343-346
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• 2003

Confirmation of a damage degree and repair about a damage part are very hard for an underwater structure. And quality control of a construction is very complicated even if repair work is carried out on a damaged structure because repair work is carried out in water. If repair work is carried out while a defect part of the structure which there is in water keeps dry state, a efficient of repair is maximized. However, as for the repair technology about an underwater structure, a systematic researcher is not enough because of the environmental trouble. And, as for the effect about repair method to be applied to a currently underwater structure, it is not certainly proved. In this study The repair work of an underwater structure damaged applied the method that used a fiber panel form work. And a efficient of structure repaired was evaluated.