• 한국구조물진단유지관리공학회 논문집
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• 제14권5호
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• pp.179-186
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• 2010

한 구조물이 손상을 입으면 그 구조물의 동적응답(고유진동수, 가속도, 변형률)이 변하게 된다. 이와 같이 변하는 동적응답을 응답신호로 계측하고 이들 데이터를 신경망에 적용하여 구조물의 손상을 평가하는 방법이 신경망손상평가법이다. 현재까지 정형화된 특정한 경우의 연구가 주로 이루어져 있지만 일반적인 신경망손상평가법의 특성에 관한 연구나 실용 가능성과 장단점에 관한 충분한 연구가 부족하다. 따라서 본 연구는 신경망에 다양한 동적응답을 적용하는데 있어 신경망손상평가법의 일반적인 특성과 적용의 문제점을 연구하였다. 신경망손상평가법은 일정한 가진력을 손상이 있는 구조물에 가하고 그로부터 얻은 응답신호를 이용하여 신경망을 학습을 시킨 후, 임의의 손상이 있는 구조물에 동일한 가진력을 가하여 얻은 응답신호를 이용하여 손상의 위치와 정도를 찾는 것이 현재까지의 연구였다. 그러나 일반적으로 구조물에 작용하는 가진력은 일정하지 않다. 따라서 동일한 가진력에 의해 학습된 신경망에 가진력의 변화가 있는 경우에도 손상을 파악하는지 평가하였다. 모든 응답신호는 모형실험을 통하여 획득하였다.

• 한국해양공학회지
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• 제30권6호
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• pp.474-483
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• 2016

Accidental events such as collisions, groundings, and hydrocarbon explosions in marine structures can cause catastrophic damage. Thus, it is extremely important to predict the extent of such damage, which determines the total amount of oil spills and the residual hull girder strength. Punching fracture tests were conducted by Choung (2009b), where various sizes of indenters and circular unstiffened steel plates with different thicknesses were used to quasi-statically realize damage extents. A three-dimensional fracture strain surface was developed based on a reference (Choung et al., 2015b), where the average stress triaxiality and average normalized Lode angle were used as the parameters governing the fracture of ductile steels. In this study, new numerical analyses were performed using very fine axisymmetric elements in combination with an Abaqus user-subroutine to implement the three-dimensional fracture strain surface. Conventional numerical analyses were also conducted for the tests to identify the best fit fracture strain values by changing the fracture strains. Based on the phenomenon of the average normalized Lode angle starting out positive and then becoming slightly negative, it was inferred that the shear stress primarily dominates in determining the fractures locations, with a partial contribution from the compressive stress. It should be stated that the three-dimensional fracture surface effectively predicted at least the shear stress-dominant fracture behavior of a mild steel.

• Spatial Information Research
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• 제19권5호
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• pp.1-11
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• 2011

본 연구에서는 기존에 구축된 고해상도 항공영상을 이용한 영상변화 탐지과정에서 보다 정확도 높은 풍수해 정보를 추출하는 방법에 대해 연구하였다. 연구 대상지역은 2008년 국지성 호우로 인해 큰 피해를 입은 경상북도 봉화군의 춘양면 일대를 선정하였다. 연구에서 활용된 항공영상은 해상도 30cm의 피해 전 흑백영상과 40cm의 피해 후 칼라 영상을 사용하였다. 영상분석에 있어 전처리 단계로서 피해 전 후 영상의 해상도 차이나 시계열적인 차이로 인한 오차 보정을 위하여 노멀라이징과 대비강조, 이퀄라이징의 기법을 적용하여 오차를 최소화하였다. 피해규모는 피해 전 후 영상을 구성하는 각 화소의 밝기 값을 1:1로 비교하는 방식으로 산정하였으며, 이 과정에서 피해 전 후 화소 밝기의 차이 값을 설정하여 조사자가 원하는 피해규모를 추출할 수 있도록 임계치를 설정하였다. 최적의 영상처리 및 임계치 선정의 결과는 오차매트릭스를 이용하여 확인하였다. 본 연구의 결과는 피해정보 추출 과정에서 동일한 제원을 갖는 항공영상을 이용하여 신속한 자연재해로 인한 피해규모의 산출이 가능하도록 하였다. 아울러 피해 전 후 다중밴드 영상을 추가로 확보하여 활용한다면 보다 다양한 피해항목에 대한 적용이 가능할 것으로 판단되었다. 나아가 토지피복분류도나 지적도 등 다양한 주제도를 영상변화 탐지에 활용한다면 정량적인 피해규모의 산출도 가능할 것으로 사료된다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2016년도 학술발표회
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• pp.195-195
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• 2016

Kon - Ha Thanh River basin is the largest and the most important river basin in Binh Dinh, a province in the South Central Coast of Vietnam. In the lower rivers, frequent flooding and inundation caused by heavy rains, upstream flood and or uncontrolled flood released from upstream reservoirs, are very serious, causing damage to agriculture, socio-economic activity, human livelihood, property and lives. The damage is expected to increase in the future as a result of climate change. An advanced flood warning system could provide achievable non-structural measures for reducing such damages. In this study, we applied a modelling system which intergrates a 1-D river flow model and a 2-D surface flow model for simulating hydrodynamic flows in the river system and floodplain inundation. In the model, exchange of flows between the river and surface floodplain is calculated through established links, which determine the overflow from river nodes to surface grids or vice versa. These occur due to overtopping or failure of the levee when water height surpasses levee height. A GIS based comprehensive raster database of different spatial data layers was prepared and used in the model that incorporated detailed information about urban terrain features like embankments, roads, bridges, culverts, etc. in the simulation. The model calibration and validation were made using observed data in some gauging stations and flood extents in the floodplain. This research serves as an example how advanced modelling combined with GIS data can be used to support the development of efficient strategies for flood emergency and evacuation but also for designing flood mitigation measures.

• 대한조선학회논문집
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• 제47권3호
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• pp.410-420
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• 2010

When ships are sailing with large motions in rough waves, the slamming phenomenon occurs and the ships suffer from impulsive pressure loadings. Recently, ships are becoming lager and faster than before and it becomes more possible that the ships experience larger impacts on their bows and sterns. Many researchers have been performing the investigations on slamming experimentally and theoretically for a long time. Most of the research reported in the open literature focused on how to accurately estimate the amplitude of the peak pressure of slamming. According to the results of a recently published work, not only the amplitude of peak pressure but also the width of the peak may play an important role in predicting the extents of damage of impacted structures. The uncertainty of impulsive pressure loadings due to slamming has been indicated by many researchers. However, probabilistic treatments of the impulsive pressure loadings are few. In this study, drop tests were conducted on wedges having dead-rise angles of $0^{\circ}$ and $10^{\circ}$. Not only the amplitude of peak pressure but also the width of peak pressure were measured. Furthermore, the variations of those values are also provided for the probabilistic approach of the slamming problem.

• Journal of Chest Surgery
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• 제10권2호
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• pp.281-294
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• 1977

Superior vena cava to pulmonary arterial shunting operation was made between the superior vena cava and the right pulmonary artery in the fashion of end-to-end anastomosis in 20 mongrel dogs. The experimental animals were divided into three group and blood flow in the superior vena cava was occluded for 20, 30 and 60 minutes respectively, and observations were made for the changes in caval pressure and cerebrospinal fluid pressure. And pathologic examinations were also performed. On occluding the caval blood flow, the superior vena caval pressure was sharply and immediately elevated from $103.5{\pm}19.8mmH_2O$ at thoracotomy to $556.4{\pm}86.lmmH_2O$ within 2 minutes to make its plateau thereafter, and the cerebrospinal fluid pressure followed closely the changes of the superior vena caval pressure in its level and pattern being elevated from $102.0{\pm}19.9mmH_2O$ to $490.5{\pm}79.9mmH_2O$. The drops of both the caval and cerebrospinal fluid pressures were definite and marked on opening the shunt flow through the anastomosis, but these postoperative pressures retained still higher ones above their levels measured at thoracotomy. The pathological examinations of the brain and the spinal cord were also performed in six animals. Characteristic changes uniformly seen in all area and in all animals were the findings of capillary congestion and perivascular edema. On the other hand, ischemic nerve cell changes were rather evident, revealing their degrees and extents being related to the prolongation of the time of caval occlusion which has followed by the sustained high pressures in both the superior vena and the cerebrospinal fluid. The experiment suggests the safety of this surgical procedure with minimal, if any, permanent damage as long as the occlusion of the caval blood flow is not prolonged beyond the expected.

• 한국해양환경ㆍ에너지학회지
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• 제1권2호
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• pp.82-95
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• 1998

이 논문에서는 LS/DYNA3D를 이용하여 다음과 같은 2가지 수치 시뮬레이션을 수행한다: 첫 번째 시뮬레이션은 310,000 DWT 이중선체 VLCC (피충돌선)과 35,000 및 105,000 DWT의 2척의 유조선(충돌선)들과의 충돌에 관한 경우로서, 충돌선들은 VLCC의 중심선에 직각으로 중앙부에 충돌하는 것으로 가정한다. 두 번째는 40,000 DWT급의 재래식과 개량식 이중선체 유조선의 선저구조의 2가지 모델, CONV/PD328과 ADH/PD328에 대한 좌초에 관한 시뮬레이션이다. 이 연구의 전체적인 목적은 이중선체 유조선의 선측 및 선저구조에 충돌 및 좌초가 각각 발생하는 동안에 이중선체의 내판이 찢어지기 시작하고 운동에너지가 소산되면서 선체가 정지되는 등의 구조적인 파손 및 흡수에너지의 역학적인 거동을 이해하는 것이다. 이러한 수치 시뮬레이션을 통하여 충돌 및 좌초시의 손상 정도를 쉽게 추정할 수 있을 것이고 유조선의 설계 시 안전도의 개선에 이바지할 수 있게 할 것이다.

• The Korean Journal of Physiology and Pharmacology
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• 제7권2호
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• pp.65-71
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• 2003

Increasing evidences suggest that ischemia-induced vascular damage is an integral step in the cascade of the cellular and molecular events initiated by cerebral ischemia. In the present study, employing a mouse brain endothelioma-derived cell line, bEnd.3, and oxygen-glucose deprivation (OGD) as an in vitro stroke model, the role of nuclear factor kappa B (NF-${\kappa}B$) activation during ischemic injury was investigated. OGD was found to activate NF-${\kappa}B$ and to induce bEnd.3 cell death in a time-dependent manner. OGD phosphorylated neither 32 Ser nor 42 Tyr of $I{\kappa}B{\alpha}$. OGD did not change the amount of $I{\kappa}B{\alpha}$. The extents of OGD-induced cell death after 8 h, 10 h, 12 h and 14 h of OGD were 10%, 35%, 60% and 85%, respectively. Reperfusion following OGD did not cause additional cell death, indicating no reperfusion injury after ischemic insult in cerebral endothelial cells. Three known as NF-${\kappa}B$ inhibitors, including pyrrolidine dithiocarbamate (PDTC) plus zinc, aspirin and caffeic acid phenethyl ester (CAPE), inhibited OGD-induced NF-${\kappa}B$ activation and increased OGD-induced bEnd.3 cell death in a dose dependent manner. There were no changes in the protein levels of bcl-2, bax and p53 which are modulated by NF-${\kappa}B$ activity. These results suggest that NF-${\kappa}B$ activation might be a protective mechanism for OGD-induced cell death in bEnd.3.

• 한국토양비료학회지
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• 제49권3호
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• pp.282-286
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• 2016

This study was carried out to evaluate the effect of application of urea and combination of urea and pig manure compost (PMC) on the occurrence of and the recovery from ammonium ($NH_4{^+}$) toxicity in Chinese cabbage. To identify $NH_4{^+}$ toxicity of the crop four levels of urea at 0, 160, 320, and $480kg\;N\;ha^{-1}$ were applied, in addition, three levels of PMC at 10, 20, and $40M/T\;ha^{-1}$ was also applied with urea $320kg\;ha^{-1}$. For recovery $NH_4{^+}$ toxicity, six levels of sucrose were treated at the amount of 0, 600, 1,200, 1,800, 2,400, and $3,000kg\;C\;ha^{-1}$ at each level of combining treatments of urea and PMC. Our results showed that $NH_4{^+}$ toxicity was occurred at every urea application of $320kg\;N\;ha^{-1}$ regardless of PMC applied to the soils because $NH_4{^+}$ contents in the soils were more than $155mg\;kg^{-1}$ which was found to be the critical level to damage crop growth at 2 days after transplanting (DAT) in this experiment, the more sucrose was applied up to $1,800kg\;C\;ha^{-1}$ for the plants damaged by ammonium toxicity occurred at $320kg\;N\;ha^{-1}$, the greater extents recover the plants from the toxicity. PMC showed the similar effect with sucrose on recovering Chinese cabbage plants from $NH_4{^+}$ toxicity at 30 DAT.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2012년도 학술발표회
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• pp.458-458
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• 2012

Climate extreme variability is a major cause of disaster such as flood and drought types occurred in Korea and its effects is also more severe damage in last decades which can be danger mature events in the future. The main aim of this study was to assess the effectives of climate change on drought for an agriculture as Nakdong basin in Korea using climate change data in the future from data of General Circulation Models (GCM) of ECHO-G, with the developing countries like Korea, the developed climate scenario of medium-high greenhouse gas emission was proposed of the SRES A2. The Standardized Precipitation Index (SPI) was applied for drought evaluation. The drought index (SPI) applied for sites in catchment and it is evaluated accordingly by current and future precipitation data, specific as determined for data from nine precipitation stations with data covering the period 1980-2009 for current and three periods 2010-2039, 2040-2069 and 2070-2099 for future; time scales of 3month were used for evaluating. The results determined drought duration, magnitude and spatial extent. The drought in catchment act intensively occurred in March, April, May and November and months of drought extreme often appeared annual in May and November; drought frequent is a non-uniform cyclic pattern in an irregular repetitive manner, but results showed drought intensity increasing in future periods. The results indicated also spatial point of view, the SPI analysis showed two of drought extents; local drought acting on one or more one of sites and entire drought as cover all of site in catchment. In addition, the meteorology drought simulation maps of spatial drought representation were carried out with GIS software to generate for some drought extreme years in study area. The method applied in this study are expected to be appropriately applicable to the evaluation of the effects of extreme hydrologic events, the results also provide useful for the drought warning and sustainable water resources management strategies and policy in agriculture basins.