• 한국섬유공학회:학술대회논문집
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• 한국섬유공학회 2003년도 가을 학술발표회 논문집
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• pp.305-306
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• 2003

In the case of the geosynthetics usage to soil structure, there are some damages by compaction. And these damages by the installation compaction result in the unexpected changes of short and long term properties of the structure. So in the case of index test, there are some problems to the exact evaluation on the installation damage. Therefore, to the more definite evaluation on the installation damage of geosynthetics, the real site installation damage test is encouraged. (omitted)

• 한국해양공학회지
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• 제36권5호
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• pp.295-302
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• 2022

The initial response to a marine accident can play a key role to minimize the accident. Therefore, various decision support systems have been developed using sensors, simulations, and active response equipment. In this study, we developed an algorithm to predict damage locations using ship motion data with bidirectional long short-term memory (BiLSTM), a type of recurrent neural network. To reflect the low frequency ship motion characteristics, 200 time-series data collected for 100 s were considered as input values. Heave, roll, and pitch were used as features for the prediction model. The F1-score of the BiLSTM model was 0.92; this was an improvement over the F1-score of 0.90 of a prior model. Furthermore, 53 of 75 locations of damage had an F1-score above 0.90. The model predicted the damage location with high accuracy, allowing for a quick initial response even if the ship did not have flood sensors. The model can be used as input data with high accuracy for a real-time progressive flooding simulator on board.

• The Korean Journal of Pain
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• 제3권1호
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• pp.59-62
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• 1990

Epidural block is used for surgical analgesia, postoperative pain management, obstetric relief and management of chronic pain. Long-term pain control for chronic pain is achieved by development of epidural catheter placement technic. But long term placement of epidural catheteter has several problems, epidural hematoma, epidural absess and neural damage. We had successfully managed long-term placement of epidural catheter in patient with diabetic neuropathy who was susceptable to infection. The duration of epidural catheter placement was 416 days and specific complication was not occurred.

• 한국빅데이터학회지
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• 제4권2호
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• pp.35-45
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• 2019

욕설과 비속어를 포함한 악성 댓글에 대한 피해는 최근 언론에 나오는 연애인의 자살뿐만 아니라 사회 전반에서 다양한 형태로 증가하고 있다. 이 논문에서는 양방향 장단기 메모리 신경망 모델을 이용하여 욕설을 검출하는 기법을 제시하였다. 웹 크룰러를 통해 웹상의 댓글을 수집하고, 영어나 특수문자 등의 사용하지 않은 글에 대해 불용어 처리를 하였다. 불용어 처리된 댓글에 대해 문장의 전·후 관계를 고려한 양방향 장단기 메모리 신경망 모델을 적용하여 욕설 여부를 판단하고 검출하였다. 양방향 장단기 메모리 신경망을 사용하기 위해 검출된 댓글에 대해 형태소 분석과 벡터화 과정을 거쳤으며 각 단어들에 욕설 해당 여부를 라벨링하여 진행하였다. 실험 결과 정제하고 수집된 총 9,288개의 댓글에 대해 88.79%의 성능을 나타내었다.

• 한국농공학회논문집
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• 제46권5호
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• pp.41-52
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• 2004

In this study, parameters of long and short term runoff model were optimized using genetic algorithm as a basic research for integrated water management in a watershed. In case of Korea where drought and flood occurr frequently, the integrated water management is necessary to minimize possible damage of drought and flood. Modified TANK model was optimized as a long term runoff model and storage-function model was optimized as a short term runoff model. Besides distinguished parameters were applied to modified TANK model for supplementing defect that the model estimates less runoff in the storm period. As a result of application, simulated long and short term runoff results showed 7% and 5% improvement compared with before optimized on the average. In case of modified TANK model using distinguished parameters, the simulated runoff after optimized showed more interrelationship than before optimized. Therefore, modified TANK model can be applied for the long term water balance as an integrated water management in a watershed. In case of storage-function model, simulated runoff in the storm period showed high interrelationship with observed one. These optimized models can be applied for the runoff analysis of watershed.

• 방재저널
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• 제18권5호
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• pp.12-35
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• 2016

• 한국지반공학회논문집
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• 제19권4호
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• pp.167-178
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• 2003

발파설계가 터널 굴착 시 암반손상 및 여굴에 미치는 영향을 분석하고 암반손상 및 여굴이 터널 안정성에 미치는 영향을 분석함으로서 발파설계가 터널 지보설계에 미치는 영향을 연구하였다. 도로터널의 일반적인 발파패턴에 대해 동적발파 수치해석을 시행하고 연속체 손상역학(continuum damage mechanics)의 손상변수(damage variable)를 이용하여 여굴과 암반손상 정도를 분석함으로서 터널 굴착면 주위의 암반손상 정도와 영역을 구분하였다. 또한 발파하중 같은 동적하중이 암반내를 전파할 때 변화하는 암반의 동적파괴기준에 대한 연구를 수행하였다. 발파 암반손상 영향을 터널 안정성 해석에 반영하기 위하여 손상된 암반강성과 파괴기준을 적용하였다. 손상된 암반강성은 손상역학의 강도감소 모델을 이용하여 감소시켰다. 손상된 암반의 파괴기준은 암반강성과 지질강도지수의 관계식에서 도출한 손상된 지질강도지수(GSI$GSI_d$)를 적용함으로서 산출한 수정 Hoek-Brown 파괴기준을 적용하였다. 암반손상을 고려하여 터널안정성을 해석한 결과, 암반손상을 고려하지 않는 경우와 비교하여 소성영역 범위가 확대되고 변위량이 증가하였다. 이는 발파암반손상을 고려하지 않고 터널설계를 하는 경우 단기적 혹은 장기적으로 터널안정성이 위협받을 수 있음을 나타내었다.

• 한국인쇄학회지
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• 제30권1호
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• pp.59-69
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• 2012

This study is Long term preservation measures which is closely related to preserving paper records, record condition evaluation, preservation measure and is conducted as follows. As for Means to Evaluate the Deterioration and Damaged Conditions of Records, research and analysis has been made on the contamination and deterioration examples such as damage, dry, stapler, metal, contamination, acidification which are the characteristics of paper record damage types. The of Paper record is one of the key procedures to evaluate the record material and its physi-chemical status in many criteria and to suggest the best preservation method. Between 1970 and 2000, the main record materials was fine paper and OMR paper along with partly newspaper and coarse paper, whereas the main recording material was ball point pen. Overall damage and deterioration status is, for record materials between 1940 and 1960, high deterioration was found and in urgent need for preservation measure and more damages are caused by tapes, staplers and metals. As for records after 1970, there is light deterioration but needs preservation process. There are approximately 3 million records produces before 2000, and assuming that there are 30 pages per record and that 30% has been damaged or deteriorated, 27 million pages are subject to preservation process. Among damaged or deteriorated records, there are large number of records impossible to go through deacidification process so manual preservation and restoration process is necessary as well. Securing manpower having preservation and restoration skills as well as preservation equipment(deacidification process, preservation and restoration) is in urgent need.

• 한국터널지하공간학회 논문집
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• 제9권3호
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• pp.299-307
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• 2007

본 논문에서는 터널 숏크리트 라이닝의 장기 화학적 열화에 의한 물리적 손상을 수치적으로 모델링하기 위한 새로운 개념의 해석기법이 제안되었다. 이러한 물리적 손상은 내부균열 발생, 재료 강성과 강도의 저하에 의해 주로 유발되며, 이들은 장기 화학적 열화반응에 의한 체적팽창 및 시멘트질의 침식에 의해 발생된다. 결과적으로, 이러한 숏크리트 라이닝의 손상 메카니즘은 터널내에서 발생할 수 있는 다양한 종류의 열화반응들에서 유사하게 나타난다. 따라서, 본 연구에서는 일련의 화학적 열화 반응에 기인한 물리적 손상 메카니즘을 일반화 하였으며, 열역학에 기반한 수치모델을 수학적으로 유도 하였다. 유도된 수치모델은 3차원 유한요소 프로그램으로 코드화되었으며, 외력과 장기 화학적 열화를 겪고 있는 터널 구조물의 시간의존성 거동 시뮬레이션에 적용된다. 개발된 코드는 몇 개의 예제 수행을 통해 터널설계상에서의 적용성을 검토하였으며, 동일한 열화조건하에서도 주변 지반응력상태에 따라 물리적 손상 속도와 정도가 크게 달라짐을 보였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1580-1587
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• 2005

To calculate the long-term allowable strength of geosynthetic reinforcement, replacement method was recommended. The isochronous creep curve by S. Turner was used to define the relation between creep strain and allowable strength. In isochronous curve at given time, one can read the allowable strength at allowable creep strain. The allowable strain gets from specification by directors or manufacturers according to the allowable displacement of reinforced structures. The allowable strength can be determined in relation to the allowable horizontal displacement each structures case by case. The effect of install damage on isochronous behaviors of geosynthetic reinforcement was little. In previous study, install damage increase the creep strain slightly. And the degradation was not identified. But it is supposed that degradation increase the creep strain. In conclusion, The recommended model to determine long-term allowable strength of geosynthetic reinforcements considering tensile deformation of reinforcement and soil is fit for proper, correct and economic design for reinforced earth walls.