• Journal of the KSME
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• v.33 no.7
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• pp.661-670
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• 1993

스트레인 게이지를 이용한 응력측정 방법 및 응력 측정시의 오차 발생의 원인에 대해서 설명하 였고 현재 많이 사용되고있는 스트레인 게이지식 로드셀의 원리 및 구조에 대해서도 설명하였다. 스트레인 게이지를 이용하여 변형도를 측정할 경우 1% 이내의 정확도를 유지하는 것이 가능하나 측정된 변형도로부터 응력을 계산할 경우 재료상수들의 부정확성으로 인하여 5% 정도의 오차가 발생할 수 있다. 스트레인 게이지를 이용한 응력 측정값은 부착위치에서의 값이므로 구조물의 최대 응력을 측정하고자 할 경우 구조물의 응력 상태를 제대로 파악하지 못하면 큰 오차가 발 생할 수 잇다. 따라서 정확한 측정을 위해서는 정확한 게이지 작업 기술과 함께 하중에 대한 대상물의 거동을 파악하는 기술 습득이 요구된다. 스트레인 게이지식 로드셀을 직접 설계 및 제작하기 위해서는 용량, 정밀도, 설치 공간, 사용조건 등을 고려하여 감지부의 형상, 감지부의 재질, 스트레인 게이지의 종류, 부착 방법, 보상회로 구성방법, 보호 케이스의 부착 여부 등을 결정하여야 하고 제작이 완료된 후 힘 표준기 등으로 교정검사를 실시하여 사용하여야만 정확한 측정을 기대할 수 있다.

• Computational Structural Engineering
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• v.3 no.4
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• pp.143-148
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• 1990

The modal parameter estimations of linear multi-degree-of-freedom structural dynamic systems are carried out in time domain. For this purpose, the equation of motion is transformed into the auto regressive and moving average model with auxiliary stochastic input(ARMAX) model. The parameters of the ARMAX model are estimated by using the sequential prediction error method. Then the modal parameters of the system are obtained thereafter. Experimental results are given for a 3-story budding model subject to ground exitations.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• v.2
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• pp.612-615
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• 2006

본 논문에서는 Late 암으로부터 측정된 상관 값을 보정하여 상관함수의 비대칭을 완화시키고 다중경로 신호 오차를 제거하는 새로운 상관기 설계법을 제안하였다. 다중경로 오차에 의한 신호 추적 오차는 상관함수의 Early-Late 간 비대칭과 관련이 있으므로, 다중상관기 구조를 이용하여 상관함수의 Early-Late간 상관값 차를 측정하면 상관함수의 비대칭 정도를 추정할 수 있다. 상관값 차를 이용하여 추정한 상관함수 비대칭을 감소시키면 다중경로 신호에 의한 코드 추적 오차를 줄일 수 있다. 제안한 상관기는 4개의 암과 보정치 생성 블록으로 구성된다. 제안한 상관기의 다중경로 오차 제거 성능은 시뮬레이션을 이용하여 확인하였다. 여러 가지 지연시간 및 신호 진폭을 가지는 다중경로 신호에 대하여 일반 수신기와의 위상 추적 오차를 비교하여 성능을 평가하였다. 시뮬레이션 결과에서 제안한 상관기는 우수한 다중경로 오차 제거 성능을 가지며 일반상관기와 유사한 평균 신호 획득시간을 가짐을 알 수 있다.

• Journal of Dental Rehabilitation and Applied Science
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• v.24 no.1
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• pp.57-65
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• 2008

Purpose: Misfit of implant components was very important in terms of prosthodontics. they has been linked to prosthetic complications such as screw loosening and fracture. Although there are many results about rotational freedom or machining tolerance between fixture and abutments, the data about domestic implant systems are lacking. The aim of this in vitro study was to evaluate the rotational freedom of domestic external and internal connection implant systems between their fixtures/anlaogs and abutments comparing imported systems. Materials and Methods: Rotational freedom between abutments and fixtures/analogs was investigated by using digitalized rotational angle measuring device. (1) 1 domestic external connection system(Neobiotec) and 2 imported external connection systems(Nobel Biocare, Anthorgyr), (2) 1 domestic internal connection system(Dentium) and 4 imported external connection systems(Nobel Biocare, Anthorgyr, Straumann, Frident Dentsply), and (3) 1 domestic zirconia external connection abutment(ZirAce) were evaluated. Each group has 3 samples. Mean values for each group were analyzed. Results: The differences relative to rotational freedom between domestic and imported implant systems were observed but domestic external connection implant system showed about 2.67 degrees(in case of fixture) and internal connection system showed about 4.3 degrees(in case of fixture). Domestic zirconia abutment showed less than 3 degrees of rotational freedom in a situation where the abutment was connected to an implant fixture egardless of domestic or imported systems. Conclusion: Newly developed digitalized rotational angle measuring device has high measuring resolution. The rotational freedom of domestic implant systems were similar to imported implant systems.

• The Transactions of the Korea Information Processing Society
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• v.3 no.4
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• pp.938-946
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• 1996

Hierarchical subband codec has been widely promoted in the field of data compression/decompression because of their simplicity and modular nature. Over the past years, the study has received great attention to the perfect reconstruction (PR)system which perfectly recovers the original input signal at the reconstructed output. However, in the actual subband codec system, the signals that passed through the analysis filter bank are quantized before transmission to the receiver side and reconstructed by the synthesis filter bank. Thus the PR system is impossible and the quantization effects must be carefully considered in the system design such that the system recovers the reconstructed output as possible to the the original input signal with minimum quantization error.In this paper, we propose an optimum hierarchical subband codec structure in the presence of quantizer. The optimality criteria of the code is given to the deign of the hierarchical analysis/synthesis subband filter bank and the quantizer that minimize then output mean square error due to the quantizer in the codec. Specific opti-mum design esamples are shown with level-1, level-2 hierarchical structure. The optimal designs are verified by computer simulation.

• Journal of the Institute of Electronics and Information Engineers
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• v.50 no.7
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• pp.52-58
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• 2013

This paper proposes an adaptive algorithm based on a method of dynamic error signal generation suitable for signal state by examining the equalizer output signal in blind equalization. In the proposed method, it estimates the error signals using single modulus and multiple modulus each effective to the early stage of equalization or steady-state, and it generates a new error signal from the two error estimates. Two equalizer structures are implemented and their performances are compared: 1-equalizer structure that generates a new error signal by combining the two error estimates weightedly and updates the equalizer using this, and 2-equalizer structure that updates two equalizers respectively depending on the weights of the two error signals. In the proposed method, as the error signals were generated optimally before and after the initial convergence respectively, it was confirmed by computer simulations that the equalizer was updated effectively.

• Transactions of the Korean Society of Mechanical Engineers
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• v.17 no.1
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• pp.11-20
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• 1993

Sensitivity information is required in the optimal design process. In structural optimization, sensitivity calculation is a bottleneck due to its complexities and expensiveness. Various schemes have been proposed for the calculation. Analytic and finite difference methods are the most popular at the present time. However, they have advantages and disadvantages in different ways. Semi-anayltic method has been suggested to overcome the difficulties. In spite of the excellency, the semi-analytic method has been found to possess numerical error quite much with respect to shape variables. In this research, the error from each method is evaluated and compared using a shape variable. A two-dimensional beam is selected for an example since it has mathematical solution. An efficient method is suggested for the structural optimization which utilizes finite element method.

• Journal of Satellite, Information and Communications
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• v.2 no.1
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• pp.21-26
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• 2007

LEO Satellite that observes earth with optical camera or synthetic aperture radar is placed at hundreds of kilometers altitude and undergoes severe thermal load. The thermal deformation of structure by the thermal load makes payload not to point toward wanted ground position. The payload pointing direction change by thermal distortion is called thermal pointing error. This is carried out by 3 steps that are thermal analysis, temperature conversion and structural analysis. In this paper, the possibility of successful mission through thermal pointing error analysis is described.

• Computational Structural Engineering
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• v.3 no.3
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• pp.125-131
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• 1990

A finite element technique for the time dependent large structural problems is presented. It is based on the error estimation for the bases of solution spaces. An a-posteriori energy norm of residual error serves as the error indicator. Mode shapes which are calculated by scaling the Ritz vectors are applied to discretize the continuous spatial domain. Finally, the performance of the proposed methods is demonstrated by solving simple examples.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.500-503
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• 2011

본 연구에서는 Terrestrial Laser Scanning (TLS)를 이용한 보 구조물의 변위 및 응력 추정에 대한 기법을 개발하였다. TLS는 Geographic Informatio Systems (GIS) 분야에서 처음 도입된 시스템으로, 레이저 펄스를 통해 원격으로 목적물의 3차원 좌표 정보를 획득 할 수 있는 시스템이다. 그러나 이러한 TLS로부터 획득한 대상물의 3차원 좌표 데이터는 10mm 내외의 오차를 포함하고 있다. 이에 건축 구조분야에 적용 가능한 변형 정보를 획득하기 위해서는 보다 정밀한 데이터 획득을 위한 데이터 처리 기법이 필요하다. 또한 구조물의 응력의 경우 획득된 형상 위의 각 지점의 곡률로 인해 발생하기 때문에 구조물의 변형 추정시 보다 미세한 오차에도 크게 영향을 받아 심한 왜곡을 가져오게 된다. 그러므로 응력 추정시 추가적인 데이터 처리 기법이 필요하다. 이에 본 연구에서는 보 구조물의 응력을 추정할 수 있는 기법을 제시한다.