• Structural Engineering and Mechanics
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• 제21권4호
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• pp.423-435
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• 2005

A modal approach is proposed for dynamic analysis of concrete arch dam-reservoir systems in frequency domain. The technique relies on mode shapes extracted by considering the symmetric parts of total mass and stiffness matrices. Based on this method, a previously developed program is modified, and the response of Morrow Point arch dam is studied for various conditions. The method is proved to be very effective and it is an extremely convenient modal technique for dynamic analysis of concrete arch dams.

• 한국진공학회지
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• 제1권1호
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• pp.121-125
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• 1992

Secondary Ion Mass Spectrometry (SIMS) is widely known as highly sensitive a surface analysis technique. Efforts for quantification have been hindered, however, by the presence of matrix effects. Here we describe a new technique for the quantitative analysis of AlxGa1-xAs. Instead of Al+, Ga+, As+ ions, CsX+ ions (X=Al, Ga, As) have been detected. Intensity of these molecular ions appears to be much less affected by matrix effects. We have successfully accomplished the compositional analysis with standard deviation better than 2 percent.

• 설비공학논문집
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• 제10권5호
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• pp.630-639
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• 1998

The present research aimed at development of a computer code for the optimal design of ventilation system based on one-dimensional analysis of the air flow. Model experiment and three-dimensional flow analysis have been implemented to determine loss coefficients that were needed for the optimization technique. A research on optimum shape of ventilation shaft has been also carried out through the three-dimensional analysis of the flow.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2002년도 춘계학술대회 논문집
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• pp.171-176
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• 2002

There are many railway structures which were designed without conidering aseismic capacity. In special, masonry structures constructed long time ago should be reviewed about their resistance to earthquake. In this paper, technique to evaluate the capacity of masonry railway bridge is tried to develop by means of FEM analysis. In general FEM analysis program, 3-D solid element is used for masonry structures and response spectrum analysis procedure is tried. In addition, 3-D solid element has material properties equivalent to mortar-brick composite body. Used FEM program is ABAQUS-CAE.

• 한국전산구조공학회논문집
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• 제15권4호
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• pp.703-713
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• 2002

최근에 불연속 근사변위함수와 보조받침을 이용한 특이기저함수를 도입하여 균열의 불연속성과 특이성을 구현한 개선된 EFG(Element-Free Galerkin) 균열해석기법이 제안되었다. 개선된 EFG 균열해석기법은 균열의 성장에 따른 해석모형의 수정 없이도 높은 정확도로 균열전파해석을 수행할 수 있지만, 다른 무요소법과 마찬가지로 해석결과가 사용되는 해석계수에 의존하게 된다. 본 연구에서는 개선된 EFG 균열해석기법에서 사용하는 해석계수 즉, compact 받침 크기, 팽창계수, 선단주변에서의 형상함수의 평활화, 보조받침을 사용하는 절점개수가 수치해석 결과에 미치는 영향을 분석하였다. 균열문제에 대한 patch 시험을 통해 응력에 대한 L₂오차노름과 응력확대계수를 산정하여 해석계수의 영향을 분석하였으며, 그 결과는 해석계수의 선택에 대한 지침으로 제시된다.

• 지질공학
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• 제11권2호
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• pp.153-161
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• 2001

암반사면의 안정성 평가에 있어서 경험적 평가에 중점을 둔 RMR분류법과 여러 가지 변수들을 이용한 평가방법인 평사투영·한계평형·유한차분·개별요소해석을 실시하였다. 그리고 여러 가지 암반사면의 안정성에 영향을 미치는 변수들의 불확실성을 고려할 수 있는 점추정법에 의한 신뢰성해석과 더불어 퍼지언어를 이용한 퍼지근사추론법의 구조화에 따른 평가방법을 비교·분석 하였다. 그 결과 점추정법의 신뢰성해석을 전 구간의 안정성을 평가 할 수 있으며 퍼지근사추론법에 의한 안정성평가는 다른 기존의 안정성해석 결과와 전반적으로 일치함을 알 수 있다. 이와 같이 RMR분류·평사투영·한계평형·유한차분·개별요소해석과 점추정법의 신뢰성해석, 퍼지근사추론법을 병행하면 암반사면의 특수성을 체계적이고 종합적으로 평가할 수 있다.

• Structural Engineering and Mechanics
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• 제40권6호
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• pp.801-811
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• 2011

A new experimental technique was developed on the plate-inserted welded tubular joints of spatial grid structures. In the experimental technique, a microcomputer controlling instrument of moire intervention (MCIMI) was adopted. A test was designed on the plate-inserted welded tubular joints of spatial grid structures to show the effectiveness of the MCIMI technique. Both traditional electrical measuring technique and MCIMI technique were employed in the test. The test results showed that the MCIMI technique was feasible in the case of the complicated tests on steel structures. The MCIMI technique not only implemented the limitation of traditional electrical measuring technique, but also improved the accuracy of the test. According to the test results, we further examined the plate-inserted welded tubular joints in the cable-stayed spatial grids of the Binhai International Convention & Exhibition in Tianjin, China. The analysis showed the joints are safely designed with adequate conservatism. The research provided a new application of MCIMI in the field of large-scale structure engineering.

• Journal of Communications and Networks
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• 제9권3호
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• pp.274-281
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• 2007

In this paper, we present a hybrid multi-antenna technique that can minimize the outage probability by combining the diversity and beamforming techniques. The hybrid technique clusters the transmission antennas into multiple groups and exploit diversity among different groups and beamforming within each group. We analyze the performance of the resulting hybrid technique for an arbitrary correlation among the transmission antennas. Through the performance analysis, we derive a closed-form expression of the outage probability for the hybrid technique. This enables to optimize the antenna grouping for the given spatial correlation. We show through numerical results that the hybrid technique can balance the trade-offs between diversity and beamforming according to the spatial correlation and that the optimally designed hybrid technique yields a much lower outage probability than the diversity or beamforming technique does in partially correlated fading channels.

• 한국전문물리치료학회지
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• 제7권1호
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• pp.22-31
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• 2000

Despite research to treat delayed onset muscle soreness (DOMS), no effective treatment has been reported. The purpose of this study is to investigate the effect of a hold-relax technique and cryotherapy on DOMS. Thirty-three subjects were randomly assigned to one of three treatment groups: control, hold-relax technique, or hold-relax technique and cryotherapy. DOMS was induced in the non-dominant biceps muscle through repeated eccentric contractions. Resting elbow joint position, flexion and extension (universal goniometer), pain (Visual Analogue Scale; VAS), and WBC count (blood analysis) were measured one hour before DOMS was induced and 24, 48, and 72 hours after DOMS was induced. The data were analyzed by repeated measure of two-way ANOVA. The results of this study were summarized as follows: 1) While analysis showed no significant differences between groups in relation to a resting elbow joint position, there were significant differences over time, especially at 24, 48 hours after DOMS was induced compared with resting elbow joint position before DOMS was induced. 2) While analysis showed no significant differences between groups in relation to range of flexion, there were significant differences between range of flexion before DOMS was induced and range of flexion 72 hours after DOMS was induced. 3) There were no significant differences between groups or over time in relation to range of extension. 4) While analysis showed no significant differences between groups in relation to VAS, there were significant differences over time in different hours. 5) There were no significant differences between groups or over time in relation to WBC count. 6) There were no interactions between groups or over time in all variables. This results suggested that hold-relax technique and cryotherapy were not effective to reduce DOMS.

• 산업기술연구
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• 제10권
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• pp.69-72
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• 1990

In this paper the numerical method for the study of wave reflection from and transmission through submerged permeable breakwaters using the boundary element method is developed. The numerical analysis technique is based on the wave pressure function instead of velocity potential because it is difficult to define the velocity potential in the each region arising the energy dissipation. Also, the non-linear energy dissipation within the submerged porous structure is simulated by introducing the linear dissipation coefficient and the tag mass coefficient equivalent to the non-linear energy dissipation. For the validity of this analysis technique, the numerical results obtained by the present boundary element method are compared with those obtained by the other computation method. Good agreements are obtained and so the validity of the present numerical analysis technique is proved.