• 한국해양공학회지
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• 제15권1호
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• pp.7-11
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• 2001

In this paper, trapezoid sections and prominence sections were examined to improve the performance of floating breakwater in long waves. The linear potential theory is used and the boundary element method with a matching boundary is employed for numerical computation. The effects of the side slope of the trapezoid section and the geometry ratio of the prominence section on the floating breakwater were examined. It was found that trapezoid sections show lower transmission coefficients than the rectangular sections in the long wave range. In prominence sections the size of the sides are more important than the size of the top. Proper choices of the pontoon type geometry may move the local minimum point of the wave transmission coefficient toward the longer wave ranges and improve the performance of the floating breakwater in the long wave range for a given wave period.

• 대한조선학회논문집
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• 제46권5호
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• pp.479-487
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• 2009

This paper describes the design of a full-spade twisted rudder section by using the genetic algorithm based on VLM(Vortex Lattice Method) and panel method. The developed propeller- rudder analysis program has been validated by comparing with experimental data. The developed code has been used for the design of a twisted full-spade rudder especially for finding out optimum section. The optimization has been firstly carried out by the genetic algorithm. The more detail variation of a rudder section has been also conducted by changing section profile in more detail to confirm the most optimum section profile. The developed new twisted rudder has been compared with existing twisted rudder by cavitation testing in the cavitation tunnel at MOERI. It is concluded that the developed twisted rudder has a lower cavity in comparison with existing twisted rudder. The verification of efficiency gain is expected to be carried out through self-propulsion tests in the near future.

• 한국음향학회지
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• 제8권5호
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• pp.102-112
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• 1989

본 논문은 불특정 화자의 DDD 지역명 인식 실험에 관한 것으로 VQ(Vector Quantization) 방식을 이용하여 실험하였고 인식대상 어휘로는 다이얼링 시스템의 응용을 목적으로 전국 146재의 DDD 지역명을 선정하였다. 특징 파라메타로는 12차 LPC Cepstrum 계수를 사용하여 코우드북을 작성하였으며, 중심점을 찾는 방법으로는 MINSUM 방법과 MINIMAX 방법을 사용하였고 코우드북 작성에는 Splitting rule 3가지를 사용하였다. 코우드북도 Single Section 코우드북과 시간정보를 포함하는 Multi Section 코우드북으로 나누어 작성하였고 Section을 Overlapping 하여가면서 코우드북을 작성하여 실험하였다. 실험 결과 minsum 방법이 minimax 보다 인식률이 좋은 것으로 나타났으며 화자 독립의 경우 약 $90\%$의 인식율을 얻을 수 있었다.

• Journal of Yeungnam Medical Science
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• 제3권1호
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• pp.179-183
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• 1986

영남대학교 영남의료원 해부병리과에 최근 3년간 의뢰된 동결 절편 809예를 검토한 결과, 임파절, 위장관계, 피부의 순으로 많았으며, 동결절편 진단의 정확도는 진단연기 예(0.9%)를 포함하면 98.1%였고 위음성율은 0.5%였으며 위양성은 1예도 없었다. 위음성의 예는 임파절, 피부, 난소, 갑상선 각 1예였고 부정확한 진단 명기 및 grading error가 0.5%였다.

• 대한공간정보학회지
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• 제13권4호
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• pp.19-25
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• 2005

본 연구의 목적은 GIS를 이용하여 도로의 노선계획시 예상되는 노면결빙구간을 추출함으로써 도로 안정성 확보에 대한 방안을 제시하는데 있다. 산악지역 도로계획의 경우 겨울철에는 결빙구간이 발생될 우려가 있다. 또한 도로의 신설 및 확장공사 턴키심의시 노면결빙율 평가자료가 요구되고 있다. 따라서 도로의 노선 계획시 기본설계에서부터 도로 각 구간에서의 일조 환경 및 노면결빙우려구간을 정량적으로 예측할 수 있는 분석방법이 필요하다. 본 연구에서는 동해고속도로 중 약 29km 구간에 대하여 3차원 모델링, 일조 시뮬레이션, 지오데이터베이스 구축, GIS 중첩 기능에 의한 공간분석을 통해 노면결빙 예상구간을 추출할 수 있었다. 본 연구를 통하여 음영에 따른 노면결빙이 우려되는 구간을 예측하고, 노면결빙위험 구간을 효과적으로 파악함으로써 최종적으로 정책결정자가 판단을 내리고 기본 설계시 반영하는 사전 안정성 평가 방안으로 사용할 수 있을 것이다.

• 한국전산구조공학회논문집
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• 제20권2호
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• pp.165-179
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• 2007

이 논문에서는 철근콘크리트 구조물의 최적설계를 위해 기둥과 보 부재 설계 단면의 데이터베이스를 구성하고 이로부터 단면 번호와 단면 저항 능력간의 관계를 나타내는 회귀분석식을 구성하여, 직접 탐색법으로 빠르게 최적해를 검색하는 효율적인 알고리즘을 제안하였다. 설계 실무에서 가격을 고려하여 설계하기보다는 성능 최적화에 가까운 설계를 수행한다는 사실로부터 제안된 알고리즘을 이용하여 성능 최적화와 가격 최적화를 모두 수행하여 그 결과를 비교 검토하였고, 예제 구조물을 대상으로 적용성과 효율성을 검토하였다. 본 알고리즘은 목적 함수 구성시 제한 조건이 없고 전개 과정이 매우 단순하면서도 빠른 수렴성을 보이며 선택된 해가 설계 규준과 실무상의 제한 조건에 부합하므로 바로 적용 가능하다는 장점이 있다. 전체 구조물의 최적화는 개별 부재의 최적화를 통해 이루어진다.

• 대한산업공학회지
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• 제29권2호
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• pp.172-178
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• 2003

In the recent researches, a variety of ways for determining the locations of RBF centers have been proposed assuming that the number of RBF centers is known. But they have also many numerical drawbacks. We propose a new method to overcome such drawbacks. The strength of our method is to determine the locations and the number of RBF centers at the same time without any assumption about the number of RBF centers. The proposed method consists of two phases. The first phase is to determine the number and the locations of RBF centers using bi-section search method and enhanced k-medoids clustering which overcomes drawbacks of clustering algorithm. In the second phase, network weights are computed and the design of RBF network is completed. This new method is applied to several benchmark data sets. Benchmark results show that the proposed method is competitive with the previously reported approaches for center selection.

• Structural Engineering and Mechanics
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• 제9권5호
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• pp.469-482
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• 2000

A numerical study using nonlinear finite element analysis is performed to investigate the behavior of isolated reinforced concrete walls subjected to combined axial force and in-plane and out-of-plane bending moments. For a nonlinear finite element analysis, a computer program addressing material and geometric nonlinearities was developed. Through numerical studies, the internal force distribution in the cross-section is idealized, and then a new design method, different from the existing methods based on the plane section hypothesis was developed. According to the proposed method, variations in the interaction curve of the in-plane bending moment and axial force depends on the range of the permissible axial force per unit length, that is determined by a given amount of out-of-plane bending moment. As the out-of-plane bending moment increases, the interaction curve shrinks, indicating a decrease in the ultimate strength. The proposed method is then compared with an existing method, using the plane section hypothesis. Compared with the proposed method, the existing method overestimates the ultimate strength for the walls subjected to low out-of-plane bending moments, while it underestimates the ultimate strength for walls subject to high out-of-plane bending moments. The proposed method can address the out-of-plane local behavior of the individual wall segments that may govern the ultimate strength of the entire wall.

• Journal of Electrical Engineering and Technology
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• 제8권4호
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• pp.872-878
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• 2013

In industrial control systems, flow measurement is a very important issue. It is frequently needed to calculate how much total fluid or gas flows through a cross-section. Flow volume measurement tools use simple sampling or rectangle methods. Actually, flow volume measurement process is an integration process. For this reason, measurement systems using instantaneous sampling technique cause considerably high errors. In order to make more accurate flow measurement, numerical integration methods should be used. Literally, for numerical integration method, Rectangular, Trapezoidal, Simpson, Romberg and Gaussian Quadrature methods are suggested. Among these methods, trapezoidal rule method is quite easy to calculate and is notably more accurate and contains no restrictive conditions. Therefore, it is especially convenient for the portable flow volume measurement systems. In this study, the volume measurement of air which is flowing through a cross-section is achieved by using PLC ladder diagram. The measurements are done using two different approaches. Trapezoidal rule method is proposed to measure the flow sensor signal to minimize measurement errors due to the classical sampling method as a different approach. It is concluded that the trapezoidal rule method is more effective than the classical sampling.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.151-156
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• 2008

The after 1974 capital region electric railroad is opened to traffic Koraill and Seoul metro adopt each other different power supply method and they operate and they are come. AC 25[kv] method voltage the insulation becomes larger standing distance highly, the case tunnel section which will introduce in the underground segment becomes on a large scale and the cost of construction increases to the city center and the underground segment adoption of DC method was many. To recent times with R-bar (Rigid-bar) introductions change of tunnel section the introduction of AC method came to be easy without in the underground segment. Operates sees in the electric protection where the Seoul metro and the Korail are different each other and, from the dead section segment the interior electric light to put out lights the passenger brings about inconveniently and the civil appeal which demands a power supply method unification occurs, within the company interchange electric railroad brazier safety improvement and maintenance expense curtailment etc. the flaw is original proposal, is a condition which finishes a feasibility study service about the power supply method fringe land. Interchange analysis of the DC electric railway it leads from the present paper and it compares under analyzing being it could be reflected to also the route which is in the process of actual using boil the strong point and a weak point of DC and AC method of the establishment route constructive at the time of and