• 대한전기학회:학술대회논문집
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• 대한전기학회 2005년도 심포지엄 논문집 정보 및 제어부문
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• pp.93-95
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• 2005

When a control system is designed computer simulations are important because they provide a way to test the performances of the control law and determine some design parameters of the control system. Since most real situations are different from those of the simulations, however, it is required to manage uncertainties of the plant and analyze errors fast and correctly. For this we consider a convenient monitoring system which can display real systems responses exactly and check the performances of the control systems. In this paper, an approach to design a monitoring system is presented by using C++Builder program which is based on PC. Firstly we introduce the structure and functions of the monitoring system. Then, an inverted-pendulum control system is investigated by using the monitoring system.

• 한국자동차공학회논문집
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• 제17권1호
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• pp.64-71
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• 2009

The development of more safe recliners is an important issue in the automotive industry. However, the development of new recliners is costly and take much time because it is typically based on experimental evaluation using prototypes. This study presents the evaluation of rear crashworthiness for round recliner using finite element method. That reduces the number of repeating test and gives an information about stiffness. To evaluate rear crashworthiness, the FMVSS 301 simulation and pendulum impact simulation were performed. The load path on two simulations was observed and compared each other in this paper. Also stress, strain and internal energy was compared. It is attempted the tooth strength simulation using a substructure option on PAM-CRASH.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1986년도 한국자동제어학술회의논문집; 한국과학기술대학, 충남; 17-18 Oct. 1986
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• pp.102-107
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• 1986

This paper presents a new idea to obtain moment of inertia values of an arbitrary shape body by applying inverse modal transformation technique. A multiaxes inertia pendulum apparatus was designed to measure 6 rigid body modes of a test body. A software was developed to calculate inertia properties as well as the location of center of gravity and total mass of the test body from the measured modal data. The developed method was applied to a simple body of which the inertia properties are known then the obtained values were compared with the known values.

• 대한전기학회논문지:전력기술부문A
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• 제48권4호
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• pp.428-433
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• 1999

The errors of IMU(Inertial Measurement Unit) can be divided into deterministic and random errors. Since the required accuracy of the IMU is very high, the errors must be compensated by using an accurate error mode. In this paper, we present a method to get a more accurate error model in a laboratory test. This was done by considering the setting misalignment in the laboratory test in the IMU error model. We considered here the IMU which consits of DTG(dynamically tuned gyroscope) and pendulum type accelerometer. First, it was shown that the estimation result from the model which does not contain the setting misalignment gives considerable estimation error at the validation test. Second, a new model considering the setting misalignment was derived. Finally, by validation test using the estimation results from new model the validity of it was proved.

• 한국지진공학회논문집
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• 제8권5호통권39호
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• pp.79-89
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• 2004

본 연구에서는 원전기기의 내진안전성을 증가시키기 위해 면진장치를 적용한 기기의 진동대 실험을 수행하였다. 원전구조물과 유사한 진동수 특성을 가지는 실험모형을 제작하여 실험에 사용하였으며 구조물 내부의 기기를 모형화 하기 위하여 400kg의 강체를 사용하였다. 탁월주파수 특성이 상이한 3종류 지진파를 이용하여 진동대 실험을 수행하였다. 면진장치로는 마찰진자형 베어링(FPS)을 사용하였다. 입력지진의 최대가속도를 0.1g, 0.2g, 0.25g의 3단계로 변화시키면서 실험을 수행하였고 또한 1방향, 2방향 및 3방향 가진에 의한 거동을 분석하였다. 실험결과 지진파의 연직성분이 FPS의 면진성능에 영향을 미치는 것을 알 수 있었으며 펄스타입의 속도성분이 큰 근거리 지진인 경우 면진효과가 감소하는 것을 알 수 있었다.

• 한국과학교육학회지
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• 제27권5호
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• pp.404-411
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• 2007

이 연구는 학생들에게 예상과 불일치한 실험 데이터를 제시한 뒤, 학생들이 이 데이터를 어떻게 해석하는가를 알아보는 것이다. P 대학교 대학생을 대상으로, 진자의 주기에 대해서 과학적 개념을 가지고 있는 학생 중, 깡통진자에 물을 넣어가면서 깡통진자의 주기를 측정할 때, 주기가 일정할 것이라고 예상한 학생 45명을 선발하였다. 학생들에게 깡통진자에 물을 넣어가면서 주기를 측정한 데이터를 제시하고, 표에 기록하게하고 그것을 그래프로 그려 자료변환을 하도록 하였다. 검사문항지를 통해 불일치 인식, 데이터에 대한 선뢰, 인지갈등, 개념 변화 및 실험 결과에 대한 가설 등을 조사하였다. 인지 갈등정도를 측정하기 위해 CCLT(Cognitive Conflict Levels Test) 검사문항지를 사용하였다. 일부 학생들은 선개념에 의존하여, 데이터를 실제 데이터가 아니라고 간주하거나 실험 오류로 간주하였다. 불일치 상황을 인식 한 학생들은 그렇지 않은 학생들에 비해 인지갈등 정도가 높았다. 선개념에 대한 신념이 변한 학생들은 불일치 상황을 인식하였고, 신념이 변하지 않은 학생들에 비해 인지갈등 정도가 높았다. 선개념에 대한 신념이 변하지 않은 학생들은 데이터를 실험 오류로 간주하였다.

• 융합신호처리학회논문지
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• 제13권4호
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• pp.207-210
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• 2012

유전 알고리즘은 확률에 기반한 매우 효과적인 최적화 기법이지만 지역해로의 조기수렴과 전역해로의 수렴 속도가 느리다는 단점이 있다. 본 논문에서는 이러한 단점을 보완하기 위해 적응 분할법에 기반한 유전 알고리즘을 제안하였다. 유전 알고리즘이 전역해를 효과적으로 찾도록 하는 적응 분할법은 최적화의 복잡도를 줄이기 위해 탐색공간을 적응적으로 분할한다. 이러한 적응 분할법은 탐색공간의 복잡도가 증가할수록 더 효과적이다. 제안된 방법을 테스트 함수의 최적화 및 도립진자 제어를 위한 퍼지 제어기 설계 최적화에 적용하여 그 유효성을 보였다.

• 한국작물학회지
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• 제51권1호
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• pp.101-106
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• 2006

Common thistle contains water-soluble substances that are phytotoxic to neighboring plant species. A series of aqueous extracts from leaves, stems, roots and flowers of common thistle (Cirsium pendulum Fisch.) were assayed against alfalfa (Medicago sativa) seedlings to determine their allelopathy, and the results showed highest inhibition in the extracts from flowers and leaves, and followed by stems, and roots. The extracts at 40 g dry tissue $L^{-1}(g\;L^{-1})$ applied on filter paper in a Petri-dish significantly inhibited root growth of test plant by 87%. Methanol extracts at 100 g $L^{-1}$ from leaves inhibited root growth of alfalfa and barnyardgrass (Echinochloa crus-galli) by 89 and 98%, respectively. Hexane and ethylacetate fractions of common thistle reduced alfalfa root growth more than did butanol and water fractions. Incorporation into soil with the leaf residues at $100g\;kg^{-1}$ inhibited shoot fresh weights of barnyardgrass and eclipta (Eclipta prostrate) by 88 and 58%, respectively, showing higher sensitivity in grass species. These results suggest that common thistle plants had allelopathic potential for eco-friendly vegetation management, and that especially their activities were differently exhibited depending on plant part.

• Earthquakes and Structures
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• 제23권6호
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• pp.517-526
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• 2022

Previous studies have shown that pile-soil interactions have significant influences on the isolation efficiency of an isolated structure. However, most of the existing tests were carried out using a 1-g shaking table, which cannot reproduce the soil stresses resulting in distortion of the simulated pile-soil interactions. In this study, a centrifuge shaking table modelling of the seismic responses of a friction pendulum bearing isolated structure with a pile foundation under earthquakes were conducted. The pile foundation structure was designed and constructed with a scale factor of 1:100. Two layers of the foundation soil, i.e., the bottom layer was made of plaster and the upper layer was normal soil, were carefully prepared to meet the similitude requirement. Seismic responses, including strains, displacement, acceleration, and soil pressure were collected. The settlement of the soil, sliding of the isolator, dynamic amplification factor and bending moment of the piles were analysed to reveal the influence of the soil structure interaction on the seismic performance of the structure. It is found that the soil rotates significantly under earthquake motions and the peak rotation is about 0.021 degree under 24.0 g motions. The isolator cannot return to the initial position after the tests because of the unrecoverable deformation of the soil and the friction between the curved surface of the slider and the concave plate.

• 한국안전학회지
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• 제30권1호
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• pp.66-71
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• 2015

Safety, resilience and comfort of pedestrian were assessed by the British Pendulum Test and SB/GB factor test at 8 kinds of sidewalk pavement. Sidewalk paving materials were normal concrete, porous concrete, concrete block, soil concrete, asphalt, rubber chip/resin mixture, wood chip/resin mixture and floor tile. In addition, a survey was conducted to investigate the perception of pedestrians on the sidewalk paving material. As a result, while the skid resistance value was measured in the most 60BPN above, the floor tile showed a low value of about 30BPN. The ratios of SB factor to GB factor of the elastic pavements(rubber/resin mixture and wood chip/resin mixture) appeared to be relatively large when compared with those of the conventional sidewalks. The survey showed that respondents perceived as more safe and comfortable elastic pavements compared to conventional pavements. Approximately 50% of respondents answered that hardened soil pavement was the most environmentally friendly.