• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2001년도 춘계학술대회논문집
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• pp.786-792
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• 2001

In this paper, the identification of connections for a vibration system has been presented using FRF-based substructural sensitivity analysis. The substructural design sensitivity formula is derived and plugged into a commercial optimization program, MATLAB, to identify connection stiffness of an air-conditioner system of passenger car. The air-conditioner system, composed of a compressor and a bracket is analyzed by using FRF-based substructural(FBS) method. To obtain the FRFs, FE model is built for the bracket, and the impact hammer test is performed for the compressor. Obtained FRFs are combined to calculate the reaction force at the connection point and the system response. Connection element properties are determined by minimizing the difference between a target FRF and calculated one. It is shown that the proposed identification method is effective even for a real problem.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2006년도 정기 학술대회 논문집
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• pp.29-34
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• 2006

In general, the vertical vibration problems for .strength of members and serviceability of building structures are not considered in structural design process, but the prediction of the vertical vibration is very important and essential to structural design process. This study aims to investigate the characteristics of vertical vibration in terms of the transfer of horizontal directions on the rahmen building structures. In order to examine the characteristics of vertical vibration, the modal test and the impact (heel-drop and hammer) excitation experiments were conducted several times on three building structures. The results from the experiments are analyzed and compared. with the results. The results of this study suggest that the characteristics of vertical vibration transfer in horizontal way are effected from the fundamental frequency of the slabs and excitation forces.

• 한국소음진동공학회논문집
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• 제16권3호
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• pp.270-282
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• 2006

In general, the vertical vibration problems for strength of members and serviceability of building structures are not considered in structural design process, but the prediction of the vertical vibration is very important and essential to structural design process. This study aims to investigate the characteristics of vertical vibration in terms of the transfer of horizontal directions to near-rooms on the shear wall building structures. In order to examine the characteristics of vertical vibration, the modal test and the impact (heel-drop and hammer) excitation experiments were conducted several times on two building structure. The results from the experiments are analyzed and compared with the results. The results of this study suggest that the characteristics of vertical vibration transfer in horizontal way are effected from the fundamental frequency of the slabs, and are effected the shear wall on the Path of the vibration transfer.

• Structural Engineering and Mechanics
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• 제44권3호
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• pp.325-337
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• 2012

In this article, the multi-objective optimization of cylindrical aluminum tubes under axial impact load is presented. The specific absorbed energy and the maximum crushing force are considered as objective functions. The geometric dimensions of tubes including diameter, length and thickness are chosen as design variables. D/t and L/D ratios are constricted in the range of which collapsing of tubes occurs in concertina or diamond mode. The Non-dominated Sorting Genetic Algorithm-II is applied to obtain the Pareto optimal solutions. A back-propagation neural network is constructed as the surrogate model to formulate the mapping between the design variables and the objective functions. The finite element software ABAQUS/Explicit is used to generate the training and test sets for the artificial neural networks. To validate the results of finite element model, several impact tests are carried out using drop hammer testing machine.

• 터널과지하공간
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• 제4권2호
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• pp.119-131
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• 1994

This is a Double-Track Railway tunnel in typical Tae-Gu black and gray shale forming part of the No.1 Line of the Tae-Gu Subway. The main fault zone at tunnel is a moderately to highly weathered and closely jointed zone, 0.5 m wide with associated paralled jointing which is slickensided and fractured. After excavation by blasting, the soft rocks should need to be reinforced with optimal supporting pattern which might be better redesigned through the consideration of the results of in-situ rock measurements at the field. Performances fo the field tests included Point Load Test, Schmidt Hammer Test, and field joint measurement gave the detail data for the optimum support design and safe excavation of the No.1 Line of Tae-Gu Subway at the No.1-7 consturction site adn the safety of this redesigned supports system was analysed by the FDM program FLAC.

• 전기학회논문지
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• 제63권8호
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• pp.1134-1139
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• 2014

Recently the need for renewable energy development is expanding due to the global climate change, the environmental issues and the limited fossil energy resources. Dependence of energy on overseas is high in Korea. To resolve the environmental problems and to improve the energy independence rate, the development of renewable energy is more required. The small hydro power, one of the renewable energy resources, has been developing and operating from a long time ago. If we are new developing a small hydro power with the use existing dams and reservoirs, we will design the length of inlet pipe and the diameter suitable for it. However, in case of using the existing water supply pipe which had been designed suitable for water service, the designer has to review and check that the pipe is suitable for operating a generator. In this paper, the design of small hydro power using the existing long pipe of water supply, we suggest the optimum way to reduce the water hammer in pipe which causes the unsteady flow during the load-shutdown of generator, the generator operation plan for the stable supply of water and the design factor of determining the generator capacity through the analysis between discharge and head-loss.

• 한국지열·수열에너지학회논문집
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• 제17권4호
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• pp.15-27
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• 2021

In this study, the effect of design factors in a pump station on the pressure variations which are the main cause of water hammering has been investigated by numerical simulations. As design factors, the flow rate, Young's modulus, diameter, thickness, roughness coefficient of pipeline are considered. The relationships between the pressure variations and the design factors are analyzed. The results show that the pressure variation increases sensitively with the flow rate and Young's modulus, and increases gradually with the thickness and roughness coefficient of pipe, whereas it decreases with the pipe diameter. The wavelength of the pressure wave becomes longer for a smaller Young's modulus, a smaller pipe thickness and a bigger pipe diameter. These relationships are nondimensionalized, and logarithmic curve-fitted functions are proposed by regression analysis. Most effective factors on the nondimensional pressure variation is Young's modulus. Flow rate, roughness coefficient, relative thickness and pipe diameters are the next impact factors.

• 한국화재소방학회논문지
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• 제27권6호
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• pp.44-49
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• 2013

고강도/연성소재이면서 화학적으로 안정된 폴리에틸렌 소재가 배관으로 양산되면서 수도용 및 산업용으로 그 사용이 확산되고 있다. 최근에는 국내 플랜트에서도 기존 주철배관의 부식 누설 해소방안으로 고밀도 폴리에틸렌 배관이 사용되고 있는데, 각각의 플랜트 설계조건 및 운전조건을 적절히 고려하지 않을 경우 고밀도 폴리에틸렌 배관은 물리적인 손상이 유발될 수 있다. 폴리에틸렌 소재의 대구경 배관을 플랜트에 적용함에 있어 관련기준 및 설치 경험사례를 고찰한 결과, 수충격이 발생되는 환경에서 균열손상 가능성이 있어 폴리에틸렌 배관을 대구경 배관으로 사용시주의가 필요하다고 판단된다.

• Nuclear Engineering and Technology
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• 제23권4호
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• pp.444-455
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• 1991

본 연구에서는 CANDU-PHWR 형 기존 및 개량 핵연료의 원통형 (soild) 및 환상형 소결체에 대하여, 그 핵연료 전 수명 기간동안, 반경방향 출력분포를 정확하고 신속하게 계산하는 NEDAR 모형을 개발하였다. 본 계산모형에는 핵연료소결체의 직경 범위 8.0-19.5 mm, 농축도 범위 0.71-6.0 wt % U-235이고, 계산 가능 연소도범위가 0-840 Mwh/kgU (35000MWD/T)인 한계내에서, 핵연료 반경방향 출력분포결자식 및 열중성자속감소 계산결과자료가 포함되어 있다. CAN-DU-PHWR 형 원자로 중성자속 스펙트럼을 입력자료로 하여, 로물리 전산코드, CE-HAMMER 를 이용하여 핵연료의 각 설계조건 및 소결체의 환별 국부지점에 대하여, 임의로 설정한 기준 연소시점에서 반경 방향 출력 분포를 계산하였다. 이 계산 결과를 토대로 각 환의 평균출력을 구하는 적분법 및 비선형 곡선희귀계산법에 의하여, Bessel 함수와 지수함수의 다항식으로 구성된 반경방향 출력분포 기본 결과식 및 그 계수들이 산출되었다. 본 연구에서 개발된 NEDAR 모형을 이용하여 산출한 반경방향출력분포값을, 핵연료소결체 표면에서의 값을 기본단위로 환산하여 비교하면, 본 의형에 의한 반경방향 출력분포 결과가 기존 ELESIM 전산코드의 결과에 비교하여 약간 높게 나타났다. 소결체의 반경방향의 출력 및 온도분포는 핵분열기체생성물방출과 밀접한 관계가 있으므로, 본 모형을 기존 ELESIM 전산코트의 반경방향 출력분포 계산 모형과 대체한 전산코트, 즉 KAFEPA-NEDAR에 의한 핵분열기체생 생성물방출량 예측치를 기존 ELESIM 전산코드의 예측치와 비교하였다. 여기서 KAFEPA-NEDAR리 예측치가 실험결과 자료에 보다 더 가깝게 접근하였다. 따라서, 본 연구에서 개 발된 NEDAR모형은 과대한 계산시간의 낭비없이 CANDU-PHWR 형 핵연료소결체의 반경방향출력분포를 효율적이고, 신속/정착하게 계산하는 모형임이 입증되었다.

• 한국지반공학회지:지반
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• 제13권6호
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• pp.71-94
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• 1997

암석의 강도에 대한 평가는 지반공학분야에서 매우 중요한 일이나 시료를 성형해야 하기 때문에 시험이 번거롭고 미세균열이 많아 시험에 오차를 가지고 있으며 국내에는 시험자료축적이 부족한 상태이다. 그래서 현장 또는 실내에서 간단하게 시험방법으로 암석강도를 추정할 수 있는 방법이 미비한 실정이다. 본 연구에서는 수년간에 걸쳐 축적된 시험자료를 이용하여 암종에 따른 풍화정도 평가 및 풍 화정도에 따른 강도특성의 변화에 대해 분석하였다. 그러므로 암석성형시편과 성형되지 않은 시료를 이용한 일축압축강도, 점하중시험, 현장 및 시편에서의 슈미트해머시험, 흡수율 시험, 내구성 등의 시험을 실시하여 여러 암석강도의 상호관계를 규명하였으며 현장 또는 실내에서 간단한 시험방법으로 암석의 강도를 추정하기 위한 상관 관계식을 제안하였다.