• Smart Structures and Systems
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• 제23권2호
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• pp.107-122
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• 2019

As one of the most important parameters in structural health monitoring, structural frequency has many advantages, such as convenient to be measured, high precision, and insensitive to noise. In addition, frequency-change-ratio based method had been validated to have the ability to identify the damage occurrence and location. However, building a precise enough finite elemental model (FEM) for the test structure is still a huge challenge for this frequency-change-ratio based damage detection technique. In order to overcome this disadvantage and extend the application for frequencies in structural health monitoring area, a novel method was developed in this paper by combining the cross-model cross-mode (CMCM) model updating algorithm with the frequency-change-ratio based method. At first, assuming the physical parameters, including the element mass and stiffness, of the test structure had been known with a certain value, then an initial to-be-updated model with these assumed parameters was constructed according to the typical mass and stiffness distribution characteristic of shear buildings. After that, this to-be-updated model was updated using CMCM algorithm by combining with the measured frequencies of the actual structure when no damage was introduced. Thus, this updated model was regarded as a representation of the FEM model of actual structure, because their modal information were almost the same. Finally, based on this updated model, the frequency-change-ratio based method can be further proceed to realize the damage detection and localization. In order to verify the effectiveness of the developed method, a four-level shear building was numerically simulated and two actual shear structures, including a three-level shear model and an eight-story frame, were experimentally test in laboratory, and all the test results demonstrate that the developed method can identify the structural damage occurrence and location effectively, even only very limited modal frequencies of the test structure were provided.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2001년도 추계학술대회 논문집
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• pp.131-138
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• 2001

This paper describes the result of endurance test of the brake system of the Korean EMU on the Sangju test track. The purpose of the test is to prove the endurance of brake system. Test conditions are more severe than actual operation on the commercial line. As of October, test result is good without severe problems. 100,000km of test operation will be continued by the end of this year to check the endurance of the brake system.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2002년도 춘계학술대회 논문집
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• pp.336-343
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• 2002

This paper describes the result of endurance test on the Sangju test track. The purpose of the test is to prove the endurance of the Korean EMU for the commercial operation. Test conditions are more severe than actual operation on the commercial line. But endurance test come to an end well without severe problem. Hereafter, Korean EMU will be applied the quality certification of railroad supplies as a testing vehicle and their components will be applied in a new line.

• 한국식품과학회지
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• 제25권5호
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• pp.481-486
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• 1993

본 연구는 유화형 소시지 제조시 전보에서 분석된 원료육의 성분과 기능성 자료를 데이타베이스로 하여, 컴퓨터를 이용한 최소가격배합을 자성하여 그 적용의 실례를 들고 제한조건의 하나로 설정된, 결착지수의 부합도를 실제 제품제조를 통해 검토한 후 적정 결착지수 제한조건을 찾기 위하여 실시하였다. 결착지수 제한조건을 달리하여 최소가격배합비로 제조한 프랑크푸르터소시지의 실측 결착성을 측정한 결과 예측치와 일치하지는 않았으나 비례하여 나타났으며, 일치하지 않은 이유는 결착지수가 모형시스템에 의해서 구해진 관계로 실제 제조공정과 조건이 다른 것으로 사려된다. 또한 조직감 분석대상들을 결착지수와 비교했을 때 소시지의 조직감을 표현하는 바람직한 지표로서 cohesiveness와 함께 hardness를 동시에 고려할 필요가 있었다. 시중 제품의 결착성과 경도를 고려하여 볼 때 본 연구의 결착지수 제한조건은 $0.16{\sim}0.17$로 설정될 수 있었다.

• 조명전기설비학회논문지
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• 제23권7호
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• pp.67-74
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• 2009

This paper describes the speed control functions of the typical steam turbine speed controllers and the test results of generator load rejection simulations. The goal of the test is to verify the speed controller's ability to limit the steam turbine's peak speed within a predetermined level in the event of generator load loss. During normal operations, the balance between the driving force of the steam turbine and the braking force of the generator load is maintained and the speed of the turbine-generator is constant. Upon the generator's load loss, in other word, the load rejection, the turbine speed would rapidly increase up to the peak speed at a fast acceleration rate. It is required that the speed controller has the ability to limit the peak speed below the overspeed trip point, which is typically 110[%] of rated speed. If an actual load rejection occurs, a substantial amount of stresses will be applied to the turbine as well as other equipments, In order to avoid this unwanted situation, not an actual test but the other method is necessary. We are currently developing the turbine control system for another nuclear power plant and have plan to do the simulation suggested in this paper.

• 한국학교수학회논문집
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• 제18권3호
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• pp.335-352
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• 2015

본 논문에서는 P대학에서 시행하는 수학진단평가에 응시한 공과대학 학생 중에서, 대학수학능력시험 수학 B형의 성적이 4~7등급으로 기초수학 교과목을 수강하는 145명을 연구대상으로 선정하였다. 연구대상 학생들의 대학입학능력시험 수학영역 등급, 수학진단평가 성적, 대입전형 유형, 학생실태 설문조사 결과 및 기초수학 교과목 중간고사 성적 등을 비교 분석하여 이들 사이의 상관관계를 알아보고, 교양수학 교과목 수강학생들의 기초학력 향상을 위한 학습지도 방안에 대해 연구하였다.

• 한국항공우주학회지
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• 제32권5호
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• pp.97-103
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• 2004

최근 비행선에 대한 관심이 높아지며 여러 분야의 연구가 진행되고 있지만 아직도 비행선의 비행 동특성에 대해 완전하게 정립된 이론은 없다. 또한 비행선은 질량에 비해 부피의 비가 매우 크고 추진력이 다른 비행체에 비해 상대적으로 작으므로 동적 반응이 느리다. 또한 외부 영향 (기상 상태)에 대한 민감성이 높기 때문에 시험을 통한 자료의 획득에도 많은 어려움이었다. 본 논문에서는 시험 비행을 통해 비행선의 동역학 방정식과 공력 데이터, 그리고 제어 특성을 결정짓는 각 조종면의 특성을 파악하여 동일 제어 조건에서 시뮬레이션 데이터와 비교하여 본 논문에 적용된 동역학 모델의 타당성을 검증하였다. 외란이 작용하는 경우, 고속 비행과 저속 비행에서의 시험을 통해 통일한 외란에 대해서도 저속에서는 측풍의 효과가 고속일 때보다 두드러지게 크게 나타남을 확인하였다.

• 전기학회논문지
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• 제60권4호
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• pp.830-837
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• 2011

A turbine control system which has been operated for years in a nuclear power plant was retrofitted with a newly developed digital control system. After completion of the retrofit, turbine valve tests were performed to ensure the integrity of each valve's control function. The sequence of each valve test is composed of a closing process and a reopening process. To minimize megawatt variation which normally occurs during the test sequence, we employed a kind of compensator algorithm in the new digital control system which also have been used in the old system. There were difficulties finding optimal parameter settings for our new compensator algorithm because the power plant didn't allow us to perform necessary tuning procedures while the turbine is on load operation. Therefore an alternative measure for the compensator tuning which is independent of the turbine actual operation had to be implemented. So, a process model for the test was required to overcome this situation. We analyzed the operation data of the test and implemented the process model by use of input and output variable relations. Also we verified the process model by use of another condition's operating data. The result shows that the output of model is similar to the actual operation data.

• 한국지진공학회논문집
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• 제23권4호
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• pp.231-238
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• 2019

A conventional lumped-mass stick model is based on the tributary area method to determine the masses lumped at each node and used in earthquake engineering due to its simplicity in the modeling of structures. However the natural frequencies of the conventional model are normally not identical to those of the actual structure. To solve this problem, recently an updated lumped-mass stick model is developed to provide the natural frequencies identical to actual structure. The present study is to investigate the seismic response accuracy of the updated lumped-mass stick model, comparing with the response results of the shaking table test. For the test, a small size four-story steel frame structure is prepared and tested on shaking table applying five earthquake ground motions. From the comparison with shaking table test results, the updated model shows an average error of 3.65% in the peak displacement response and 9.68% in the peak acceleration response. On the other hand, the conventional model shows an average error of 5.15% and 27.41% for each response.

• 한국음향학회지
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• 제9권4호
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• pp.45-54
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• 1990

급 배수 설비소음은 공동주택 내부소음의 설문조사 결과, 상하층간 바닥충격음과 함께 거주자에게 두드러진 불만요소로써 나타나고 있다. 본 연구에서는 이러한 공동주택 급배수 설비소음의 실태를 측정하고 실태조사와 급수관의 고체전달음 및 배수음의 저감 모델 실험 결과를 중심으로 급배수 설비소음에 관한 공법상의 저감방안을 제시하였다.