• 대한임베디드공학회논문지
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• 제19권2호
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• pp.115-121
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• 2024

Each ADS must have a validation and evaluation scenario for ODD. This requires a large number of scenarios, so a scenario library must be developed. In order to effectively utilize the scenario library, a system that supports testing in the ODD of the user's choice is required. In other words, in order to develop a scenario library, it is necessary to build a database on actual driving road conditions (geometry, etc.). Accordingly, in this study, we establish a domestic driving environment database based on HD-Map for driving safety testing, design a system that can search test target sections in connection with the ODD of the scenario, and present the implementation results. In the future, it is expected that the domestic driving environment database will be able to create scenarios through linking with the scenario library and directly utilize them for scenario-based evaluation of various demand sources.

• 한국정보통신학회논문지
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• 제9권8호
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• pp.1774-1779
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• 2005

본 논문에서는 그래프 이론에 기초를 둔 GFDD를 사용하여 디지털논리시스템을 구성하는 한가지 방법을 제안하였다. 제안한 방법은 먼저 유한체와 그래프 이론의 수학적 성질을 논의하였으며, 단일변수에 대한 동작영역과 함수영역간의 변환을 용이하게 하기 위한 변환행렬 $\psi$GF(P)(1)과 $\xi$GF(P)(1)을 논의하였다. 그리고 디지털스위칭함수를 구하기 위한 Reed-Muller 확장을 논의하였으며, 이를 다변수인 경우로 확장하기 위해 Kronecker Product를 논의하였다.

• 한국ITS학회 논문지
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• 제19권2호
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• pp.135-148
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• 2020

현재 진행되고 있는 자율주행 관련 기술 발전은 실제 도로를 사용한 자율주행 테스트 시 다양한 안전사고가 발생할 가능성이 존재한다. 특히 자율주행자동차법 시행으로 실제 도로에서의 자율주행 실증은 증가할 것이며, 안전사고 예방을 위해 국내 도로환경에 적합한 운행설계영역에 대한 연구가 요구된다. 따라서 본 연구는 도심부 자율주행셔틀 실증을 위한 운행설계영역을 정의하고, 안양시 도심부도로를 중심으로 자율주행 운행 가능여부 등의 운행설계영역 평가를 실시한다. 본 연구의 자율주행 운행설계영역은 국내의 도로환경과 안전을 우선적으로 고려하였으며, 기하구조적 요인, 운영적 요인, 환경적 요인을 포함한다. 분석결과 노드기준에서는 노드유형 및 신호-통신 여부를 통해서 30개 노드에서 자율주행셔틀 실증이 가능한 것으로 분석되었다. 링크기준에서는 오전첨두(8-9시) 42개, 비첨두(12-13시) 39개, 그리고 오후첨두(18-19시) 40개 방향별 링크구간에서 자율주행 제한으로 분석되었다. 본 연구결과는 향후 자율주행 실증테스트가 이루어지는 도심부도로에서 사전 안전성 평가의 수범사례로 활용될 가치가 있다.

• 한국지리정보학회지
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• 제25권4호
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• pp.107-118
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• 2022

최근 자율주행 기술이 상용화 단계로 접어들며, 자율주행기반 모빌리티 서비스를 제공하는 서비스 플랫폼이 늘어나고 있다. 현재 자율주행 기반 모빌리티 서비스들은 자율주행차량의 주행 성능과 기능에 초점을 맞추어 서비스를 제공하고 있으므로 모빌리티 수단별 교통수요와 통행 특성을 고려한 서비스 지역을 선정하는 데에 한계가 있다. 따라서, 본 연구에서는 기존 모빌리티 서비스인 택시와 수요응답형 교통수단, 특별교통수단의 실제 교통 데이터를 활용하여 모빌리티 수단별 통행 특성을 분석하고 자율주행 적용 가능성을 검토한다. 이를 위해 모빌리티 서비스별 주요 사용 네트워크를 도출하고 전문가 조사를 기반으로 네트워크별 자율주행 난이도를 산정하여 모빌리티 서비스별 자율주행 적용 지수를 산출한다. 분석 결과, 수요가 분산된 형태의 모빌리티 서비스보다는 밀집된 형태의 서비스에서 자율주행 서비스 제공이 효율적인 것으로 확인된다. 또한 네트워크에 할당된 통행수요가 높고 자율주행 난도가 낮은 분포가 가장 큰 것은 특별교통수단으로 도출되었다.

• 대한조선학회논문집
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• 제52권6호
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• pp.471-477
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• 2015

When a ship sails in a seaway, the resistance on a ship increases due to incident waves and winds. The magnitude of added resistance amounts to about 15–30% of a calm-water resistance. An accurate prediction of added resistance in waves, therefore, is essential to evaluate the performance of a ship in a real sea state and to design an optimum hull form from the viewpoint of the International Maritime Organization (IMO) regulations such as Energy Efficiency Design Index (EEDI) and Energy Efficiency Operational Indicator (EEOI). The present study considers added resistance problem of AFRAMAX-class tankers with the conventional bow and Ax-bow shapes. Added resistance due to waves is successfully calculated using 1) a three-dimensional time-domain seakeeping computations based on a Rankine panel method (three-dimensional panel) and 2) a commercial CFD program (STAR-CCM+). In the hydrodynamic computations of a three-dimensional panel method, geometric nonlinearity is accounted for in Froude-Krylov and restoring forces using simple wave corrections over exact wet hull surface of the tankers. Furthermore, a CFD program is applied by performing fully nonlinear computation without using an analytical formula for added resistance or empirical values for the viscous effect. Numerical computations are validated through four degree-of-freedom model-scale seakeeping experiments in regular head waves at the deep towing tank of Hyundai Heavy Industries.

• International Journal of Fluid Machinery and Systems
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• 제2권4호
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• pp.392-399
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• 2009

The paper concerns the description of the step by step development process of the new fixed blade runner called "Mixer" suitable for the uprating of the Francis turbines units installed at the older low head hydropower plants. In the paper the details of hydraulic and mechanical design are presented. Since the rotational speed of the new runner is significantly higher then the rotational speed of the original Francis one, the direct coupling of the turbine to the generator can be applied. The maximum efficiency at prescribed operational point was reached by the geometry optimization of two most important components. In the first step the optimization of the draft tube geometry was carried out. The condition for the draft tube geometry optimization was to design the new geometry of the draft tube within the original bad draft tube shape without any extensive civil works. The runner blade geometry optimization was carried out on the runner coupled with the draft tube domain. The blade geometry of the runner was optimized using automatic direct search optimization procedure. The method used for the objective function minimum search is a kind of the Nelder-Mead simplex method. The objective function concerns efficiency, required net head and cavitation features. After successful hydraulic design the modal and stress analysis was carried out on the prototype scale runner. The static pressure distribution from flow simulation was used as a load condition. The modal analysis in air and in water was carried out and the results were compared. The final runner was manufactured in model scale and it is going to be tested in hydraulic laboratory. Since the turbine with the fixed blade runner does not allow double regulation like in case of full Kaplan turbine, it can be profitably used mainly at power plants with smaller changes of operational conditions or in case with more units installed. The advantages are simple manufacturing, installation and therefore lower expenses and short delivery time for turbine uprating.

• 대한전자공학회논문지
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• 제20권2호
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• pp.41-51
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• 1983

선형변환기법을 이용하여 사다리형태의 수동여파회로를 능동화하는데 있어서 새로운 방식을 제시하였다. 전압과 전류영역으로 나타내는 회로망변수를 선형변환메이트릭스의 사용으로 새로운 영역의 변수로 바꾸어서 회로를 능동화하는 과정에서 종전의 방법은 개개의 리액턴스소자에 대해서 선형변환을 적용하는데 비하여 본연구에서는 병렬과 직렬의 두개의 리액턴스소자에 동시에 선형변환을 적용함으로써 회로능동화에 소요되는 연산증폭기의 개수를 여파기의 차수와 같도록 줄일수 있었다. 저역통과여파기의 경우. 선형변환메이트릭스를 적절하게 선택함으로써 사다리형회로의 리액턴스소자의 배치여하에 관계없이 규칙적이며 단계적인 회로능동화를 가능하게 하였다. 이 방법에 따라 5차 Chebyshev 저역통과여파회로를 능동화한 다음 이론치에 매우 근사한 주파수특성을 측정으로 얻음으로써 이 방식의 타당성을 입증하였다.

• Smart Structures and Systems
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• 제26권5호
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• pp.667-680
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• 2020

This study aims at reporting a systematic procedure for evaluating the static and dynamic structural performance of steel bridges based on a short-period structural health monitoring measurement. Sungsu bridge located in Korea is considered as a case study presenting the most recent tests carried out to examine the bridge condition. Short-period measurements of Structural Health Monitoring (SHM) system were used during the bridge testing phase. A novel symmetry index is introduced using statistical analyses of deflection and strain measurements. Frequency Domain Decomposition (FDD) is implemented to the strain measurements to estimate the bridge mode shapes and damping ratios. Furthermore, Markov Chain Monte Carlo (MCMC) is also implemented to examine the reliability of bridge performance while ambient design trucks are in static or moving at different speeds. Strain, displacement and acceleration were measured at selected locations on the bridge. The results show that the symmetry index can be an efficient and useful measure in assessing the steel bridge performance. The results from the used method reveal that the performance of the Sungsu bridge is safe under operational conditions.

• Structural Engineering and Mechanics
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• 제61권2호
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• pp.267-274
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• 2017

In this study was investigated of possibility using the recorded micro tremor data on ground level as ambient vibration input excitation data for investigation and application Operational Modal Analysis (OMA) on the bench-scale earthquake simulator (The Quanser Shake Table) for model steel structures. As known OMA methods (such as EFDD, SSI and so on) are supposed to deal with the ambient responses. For this purpose, analytical and experimental modal analysis of a model steel structure for dynamic characteristics was evaluated. 3D Finite element model of the building was evaluated for the model steel structure based on the design drawing. Ambient excitation was provided by shake table from the recorded micro tremor ambient vibration data on ground level. Enhanced Frequency Domain Decomposition is used for the output only modal identification. From this study, best correlation is found between mode shapes. Natural frequencies and analytical frequencies in average (only) 2.8% are differences.

• Earthquakes and Structures
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• 제16권3호
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• pp.321-327
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• 2019

This study investigated the possibility of using the recorded micro tremor data on ground level as ambient vibration input excitation data for investigation and application Operational Modal Analysis (OMA) on the bench-scale earthquake simulator (The Quanser Shake Table) for model chimney. As known OMA methods (such as EFDD, SSI and so on) are supposed to deal with the ambient responses. For this purpose, analytical and experimental modal analysis of a model chimney for dynamic characteristics was performed. 3D Finite element model of the chimney was evaluated based on the design drawing. Ambient excitation was provided by shake table from the recorded micro tremor ambient vibration data on ground level. Enhanced Frequency Domain Decomposition is used for the output only modal identification. From this study, best correlation is found between mode shapes. Natural frequencies and analytical frequencies in average (only) 1.996% are different.