• 정보처리학회논문지B
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• 제18B권5호
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• pp.271-278
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• 2011

최근 급증하는 기상이변 및 기후온난화 현상은 풍수로 인한 피해를 더욱 가속시키고 있어 풍수해 발생가능성을 미리 예측하여 선제적으로 대응할 방안 마련이 필요하다. 재난 재해의 위험성 분석은 주로 확률 통계기법에 기반한 수식모델 연구가 주류를 이루고 있고 소방방재청 국립방재연구소에서 구축한 태풍위원회 재해정보시스템(TCDIS: Typhoon Committee Disaster Information System) 또한 지역별 풍수해 위험성 분석에 확률모델을 활용하고 있다. 본 논문에서는 경험적 패턴인식에 탁월한 성능을 가진 신경망 알고리즘을 활용하여 개발한 풍수해 예측모델을 소개하고 이 모델과 TCDIS의 KDF 확률밀도함수를 이용한 풍수해 예측모델의 성능 비교 결과를 제시하여 기존 TCDIS의 위험성 분석기능에 신경망 모델을 적용함으로써 시스템의 강건성과 예측 정확도 향상이 가능함을 보이고자 한다.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2003년도 추계학술대회 논문집
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• pp.163-166
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• 2003

Hull form designers have to design a ship with satisfying an economical, technical and environmental demand. When it is concerned by a technical and environmental demand, there will be a economical demand left to criticize optimization. In this case, there were used to be requirements which needs to meet only a best performance not concerning about input of Human resource. Life cycle's cost contains building cost and operation cost so that now we need to check Man Hour cost in building a ship. This research shows a correlation between hull form information, i.e. curvature, length, breadth and thickness of surface and Man Hour of the Shell plating manufacture with using Artificial Neural Network and Gentic Programming. This study will support to classify initial work, to have a high assumption possible through predicting a Man Hour and to provide a guide book to infer a building cost and a economical optimization hull form.

• Structural Monitoring and Maintenance
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• 제2권1호
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• pp.77-93
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• 2015

The idea of using measured dynamic characteristics for damage detection is attractive because it allows for a global evaluation of the structural health and condition. However, vibration-based damage detection for complex structures such as long-span cable-supported bridges still remains a challenge. As a suspension or cable-stayed bridge involves in general thousands of structural components, the conventional damage detection methods based on model updating and/or parameter identification might result in ill-conditioning and non-uniqueness in the solution of inverse problems. Alternatively, methods that utilize, to the utmost extent, information from forward problems and avoid direct solution to inverse problems would be more suitable for vibration-based damage detection of long-span cable-supported bridges. The auto-associative neural network (ANN) technique and the probabilistic neural network (PNN) technique, that both eschew inverse problems, have been proposed for identifying and locating damage in suspension and cable-stayed bridges. Without the help of a structural model, ANNs with appropriate configuration can be trained using only the measured modal frequencies from healthy structure under varying environmental conditions, and a new set of modal frequency data acquired from an unknown state of the structure is then fed into the trained ANNs for damage presence identification. With the help of a structural model, PNNs can be configured using the relative changes of modal frequencies before and after damage by assuming damage at different locations, and then the measured modal frequencies from the structure can be presented to locate the damage. However, such formulated ANNs and PNNs may still be incompetent to identify damage occurring at the deck members of a cable-supported bridge because of very low modal sensitivity to the damage. The present study endeavors to enhance the damage identification capability of ANNs and PNNs when being applied for identification of damage incurred at deck members. Effort is first made to construct combined modal parameters which are synthesized from measured modal frequencies and modal shape components to train ANNs for damage alarming. With the purpose of improving identification accuracy, effort is then made to configure PNNs for damage localization by adapting the smoothing parameter in the Bayesian classifier to different values for different pattern classes. The performance of the ANNs with their input being modal frequencies and the combined modal parameters respectively and the PNNs with constant and adaptive smoothing parameters respectively is evaluated through simulation studies of identifying damage inflicted on different deck members of the double-deck suspension Tsing Ma Bridge.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
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• pp.298-302
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• 2006

As the age of information technology is coming, companies stress the need of knowledge management. Companies construct ERP system including knowledge management. But, it is not easy to formalize knowledge in organization. we focused on data mining system by using genetic programming. But, we don't have enough data to perform the learning process of genetic programming. We have to reduce input parameter(s) or increase number of learning or training data. In order to do this, the enhanced data mining system by using GP combined with SOM(Self organizing map) is adopted in this paper. We can reduce the number of learning data by adopting SOM.

• 문화기술의 융합
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• 제10권3호
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• pp.461-466
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• 2024

한국의 주민참여예산제도는 자치단체별로 자율적으로 운영되도록 하고 있어서, 본 연구는 이들을 몇 개의 유사한 유형들로 구분하여서 각각의 특징들을 살펴보고자 한다. 본 연구는 다양한 머신 러닝 기법들을 활용하여 2022년도 기초 시(市)를 중심으로 운영유형을 분류하였다. 그 결과, 여러 머신 러닝 기법(Neural Network, Rule Induction(CN2), KNN, Decision Tree, Random Forest, Gradient Boosting, SVM, Naïve Bayes) 중에서 SVM 기법이 성능이 가장 좋은 것으로 확인되었다. SVM 기법이 밝혀낸 운영유형은 모두 3개인데, 하나는 위원회 활동은 적게 하지만, 참여예산은 많이 확보하는 클러스터(C1)이고, 다른 하나는 주민참여예산제에 매우 소극적인 도시들의 클러스터(C3)이다. 마지막 클러스터(C2)는 참여예산에 전반적으로 적극적인데, 대다수 지역이 여기에 해당한다. 결론적으로 한국의 대다수 자치단체는 주민참여예산제를 긍정적으로 운영하고 있으며, 오직 소수의 자치단체만 소극적이다. 후속 연구로 지난 10여 년간의 시계열 자료를 분석한다면, 우리는 주민참여예산에 관한 지방자치단체 유형 분류의 신뢰도를 더욱 높일 수 있을 것으로 기대한다.