• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.755-762
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• 2004

In our country, when the replacement for individual components of equipment in nuclear power plants is required, establishment of individual criteria i.e. Required Response Spectra(RRS) of seismic test/analysis for the component is very difficult because of the absence of Test Response Spectra(TRS) for the individual component to be replaced, from the existing qualification documents. In this case, it is required to perform the structural analysis for the nuclear equipment including the components to be replaced. After the structural analysis, Analysis Response Spectra(ARS) at the point of the component shall be generated and used for seismic test of the component. However, as of today, no standard program authorized for the response spectra generation by using the structural analysis exists in korea. Because of above reason, the STAR-Egs computer program was developed by using the method which calculates directly the expected response spectrum(frequency vs. acceleration type) of the selected points in the nuclear equipment with input spectrum(Required Response Spectra, RRS), based on the dynamic characteristics of the Finite Element(FE) model that is equivalent to the nuclear equipment. The STAR-Egs controls ANSYS/I-DEAS commercial software and automatically extract modal parameters of the FE model. The STAR-Egs calculates response spectrum using the established algorithm based on the extracted modal parameters, too. Reliance on the calculation result of the STAR-Egs was verified through comparison output with the result of MATLAB commercial software based on the identical algorithm. Moreover, actual seismic testing was performed as per IEEE344-1987 for the purpose of program verification by comparison of the FE analysis results.

• 항공우주시스템공학회지
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• 제12권3호
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• pp.18-25
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• 2018

액체 추진 우주 발사체의 모드 시험을 대체 혹은 보완할 수 있는 신뢰성 있는 전산 모드 해석 기법의 정립을 위하여 액체 추진제 및 플렌지 조인트의 유한요소 모델링 기법을 정립하였다. 본 연구에서는 추진제 탱크 모델과 발사체 1단 축소 모델에 대하여 MSC.NASTRAN을 이용하여 전산 모드 해석을 수행 후, 모드 시험의 고유 진동수를 비교하여 모델링 및 해석 기법을 검증하였다. 추진제 탱크의 경우 가상질량 기법을 이용하여 액체 추진제를 모델링하였으며, 추진제 탱크의 종 모드 (bell mode)를 잘 예측하였다. 액체 추진제를 포함한 발사체 1단 축소 모델에 대하여, 보정된 재료 물성치와 RBE2 요소를 사용한 플렌지 조인트의 모델링 기법은 각각의 플렌지에서 24개의 볼트 조인트를 사용한 모델에 대하여 10% 이내의 오차의 1차 및 2차 굽힘 모드의 고유 진동수를 적절하게 계산하였다.

• International Journal of Automotive Technology
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• 제4권1호
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• pp.21-30
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• 2003

In this paper a systematic test procedure for evaluation of road-induced noise of a vehicle and guidelines for each test are presented. Also, a practical application of the test procedure to a small SUV is presented. According to the test procedure, all the tests were performed to evaluate road-induced booming noise that is in low frequency range. First of all the information on characteristics of road-induced noise was obtained through baseline test. Coupling effects between body structure and acoustic cavity of a compartment were obtained by means of modal tests for a structure and an acoustic cavity. Local stiffness of joint areas between chassis system and car-body was determined by test for measurement of input point inertance. Noise sensitivities of body joints to operational forces were obtained through test for measurement of noise transfer functions. Operational deflection shapes made us analyze behaviors of chassis system under running condition and then find sources of noise due to resonance of the chassis system. Finally, Principal Component Analysis and Transfer Path Analysis were utilized to investigate main paths of road-induced noise. In order to evaluate road-induced booming noise exactly, all of tests mentioned above should be performed systematically.

• Smart Structures and Systems
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• 제6권4호
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• pp.373-388
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• 2010

The updated finite element model of K$\ddot{o}$m$\ddot{u}$rhan Highway Bridge on the Firat River located on the $51^{st}$ km of Elazi$\breve{g}$-Malatya highway is obtained by using analytical and experimental results. The 2D and 3D finite element model of the bridge is created by using SAP2000 structural analyses software, and the dynamic characteristics of the bridge are determined analytically. The experimental measurements are carried out by Operational Modal Analysis Method under traffic induced vibrations and the dynamic characteristics are obtained experimentally. The vibration data are gathered from the both box girder and the deck of the bridge, separately. Due to the expansion joint in the middle of the bridge, special measurement points are selected when experimental test setups constitute. Measurement duration, frequency span and effective mode number are determined by considering similar studies in literature. The Peak Picking method in the frequency domain is used in the modal identification. At the end of the study, analytical and experimental dynamic characteristic are compared with each other and the finite element model of the bridge is updated by changing some uncertain parameters such as material properties and boundary conditions. Maximum differences between the natural frequencies are reduced from 10% to 2%, and a good agreement is found between natural frequencies and mode shapes after model updating.

• 한국전산구조공학회논문집
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• 제33권1호
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• pp.1-7
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• 2020

트윈 빌딩의 풍응답은 풍하중의 공력 특성과 트윈 빌딩 구조 시스템의 동적 특성에 영향을 받는다. 본 논문에서는 트윈 빌딩의 두 빌딩의 간격이 다른 두 경우에 대해서 풍응답에 영향을 주는 풍압의 특성을 풍동 실험과 적합 직교 분해 기법을 이용해 파악하고, 3차원 구조 시스템 모델링을 통해 동특성을 파악하였다. 그리고 이중 모달 변환 기법을 이용해서 각 풍압의 특성과 구조물의 동특성이 풍응답에 미치는 영향을 파악하였다. 적합 직교 분해 기법을 통해서 채널링과 와류 효과에 대해서 파악할 수 있었다. 풍 직각 방향의 풍하중은 두 빌딩의 간격에 영향을 많이 받았으며, 풍 방향의 풍하중은 간격에 영향을 적게 받았다. 마찬가지로, 이중 모달 변환 기법에서 교차 참여 계수는 풍 직각 방향에서는 두 빌딩의 간격에 따라 크게 달라진 반면, 풍 방향은 영향이 적었다. 이에 따라 두 빌딩의 간격이 풍 방향의 풍응답 보다 풍 직각 뱡향의 풍응답에 중요한 역할을 하는 것을 알 수 있었다.

• Structural Engineering and Mechanics
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• 제31권5호
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• pp.507-526
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• 2009

Based on numerical and experimental methods, a systematic structural evaluation of a steel natatorium in service was carried out in detail in this paper. Planning of inspection tasks was proposed firstly according to some national codes in China in order to obtain the economic and reliable results. The field visual inspections and static computation were conducted in turn under in-service environmental conditions. Further a three-dimensional finite element model was developed according to its factual geometry properties obtained from the field inspection. An analytical modal analysis was performed to provide the analytical modal properties. The field vibration tests on the natatorium were conducted and then two different system identification methods were used to obtain the dynamic characteristics of the natatorium. A good correlation was achieved in results obtained from the two system identification methods and the finite element method (FEM). The numerical and experimental results demonstrated that the main structure of the natatorium in its present status is safe and it still satisfies the demand of the national codes in China. But the roof system such as purlines and skeletons must be removed and rebuilt completely. Moreover the system identification results showed that field vibration test is sufficient to identify the reliable dynamic properties of the natatorium. The constructive suggestion on structural evaluation of the natatorium is that periodic assessment work must be maintained to ensure the natatorium's safety in the future.

• 한국전산구조공학회논문집
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• 제23권1호
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• pp.9-15
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• 2010

본 논문에서는 압전복합재 작동기가 표면에 부착된 Hull 구조물의 유한요소모델을 구성하여 동적 특성을 고찰하였으며, 구조물의 진동제어 특성을 평가하였다. Hull 구조물은 양 끝이 닫혀있는 실린더형 쉘 구조물을 고려하였으며, 항공기 동체나 잠수함과 같은 수중 구조물 등의 간단한 모델로 사용될 수 있다. 구조물의 진동제어를 위해 최근 NASA Langley 연구소에서 개발된 압전복합재인 Macro-Fiber Composite(MFC)를 적용하였다. MFC는 압전세라믹 섬유를 이용하여 유연성을 향상시키고, 맞물림 전극을 적용하여 면내 방향에서 큰 압전효과를 구현할 수 있도록 하였다. 유한요소모델을 바탕으로 구조물의 지배방정식을 도출하였으며, 동적 특성을 해석하여 실제 제작된 구조물의 실험결과와 비교 검증하였다. 최적제어 알고리즘을 구성하여 구조물의 진동제어 성능을 평가하였으며, 효과적으로 구조물의 진동을 제어할 수 있음을 확인하였다.

• 한국산학기술학회논문지
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• 제18권3호
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• pp.209-214
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• 2017

현재 철도 차량에 쓰이고 있는 대부분의 계기용 변압기는 장치 내부에 절연유가 충진되어 있는 유입식 계기용 변압기 방식으로서, 내구 연한 도래와 더불어 차량 운행 중 내부 압력 상승에 의해 폭발의 위험성이 있다. 이에 대한 해결책으로 절연 수지를 사용하여 방압 기능이 탁월한 몰드형 건식 계기용 변압기 개발이 필요하다. 이에 제품의 국산화가 가능하도록 한국철도기술연구원에서는 몰드형 건식 계기용 변압기를 개발 진행 중에 있다. 그 연구의 일환으로 개발 제품의 진동 특성 분석과 함께, 진동 환경하에서 변압기의 성능 유지 여부를 확인하여야 한다. 이번 연구에서는 철도 차량 부품의 진동 시험 방법 규격인 KS R 9144 및 IEC 61373 에 따라서 개발 제품의 공진시험과 모의 장기 수명 시험을 진행하였다. 고유 진동수는 해석을 통한 모달 분석과 공진 시험을 병행하여 결과를 비교 분석하였으며 규격 조건을 만족함을 확인하였다. 또한 모의 장기 수명 시험 후 성능 시험을 통해 오랜 시간 진동 환경 하에서도 개발 변압기의 기능에 문제가 없음을 확인하였다.

• 한국안전학회지
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• 제28권6호
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• pp.36-41
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• 2013

Previous study showed that delamination region in concrete structures can be successfully visualized using mode shapes of delaminated concrete section. However, modal tests for this purpose to obtain mode shapes of the delaminated concrete section may not be applicable in practice since, to correctly obtain the mode shapes of the section, the location and the shape of the delamination region in a structure should be known in advance. Unfortunately those are normally unknown in a real structure. Therefore, a moving forward test method may be useful to obtain the mode shapes of the concrete section when the location and the shape of the delamination region are not known. In this study, impact-echo testing based mode shape estimation technique is proposed and experimentally validated for visualization of delamination region.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2004년도 ICCAS
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• pp.358-362
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• 2004

Verification and testing are complementary techniques that are used to increase the level of confidence in the correct functioning of communication systems as prescribed by their specifications. This paper presents an experience of model checking for a formal railway signaling protocol specified in LTS (Labeled Transition System). This formal approach checks deadlock, livelock and reachability for the state and action to verify whether properties expressed in modal logic are true on specifications. We also propose a formal method for semi-automated test case generation for a railway signaling protocol described in I/O FSM (Input/Output Finite State Machine). This enables the generation of more complete and consistent test sequence for conformance testing. The above functions are implemented by C++ language and included within RSPVTE (Railway Signaling Protocol Verification and Testing Environment).