• Computational Structural Engineering
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• v.11 no.1
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• pp.90-95
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• 1998

본 고에서는 비압축성 점성유체의 유한요소해석 기법을 소개하였다. 대류항의 상류화 기법으로 안정된 해를 도출할 수 있으며 Penalty 방법에 기반하여 압력항을 지배방정식으로부터 소거함으로써 해석시간과 요구저장공간을 감소시켰다. 실린더 주변의 유동장을 해석하여 와의 방출을 성공적으로 묘사하였으며 항력계수를 17%정도의 오차로 계산하였다. 적응적 요소세분화 기법에 대한 연구를 통해 적절한 오차평가 기법 및 최적의 체눈을 형성하는 기법을 제시하였다. 또한 동적 해석에 적합한 요소재결합 알고리즘에 대한 연구가 진행중이다. 본 고의 결과는 직접적으로 풍공학분야에 사용하기에는 아직 계산 시간의 효율성이나 해의 정확도 및 안정성면에서 무리가 있으나 추가적인 연구를 통하여 해석기법의 개선을 도모하고 컴퓨터 등 계산장비의 급속한 발전으로 장래에 경쟁력을 획득할 수 있을 것으로 기대된다.

• Journal of the Institute of Electronics Engineers of Korea CI
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• v.41 no.3
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• pp.79-90
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• 2004

Systematical robust stability analysis and design scheme for the feedback linearization control systems via fuzzy modeling are proposed. It is considered that uncertainty and disturbances are included in the Takagi-Sugeno fuzzy models representing the nonlinear plants. Robust stability of the closed system is analyzed by casting the systems into the diagonal norm bounded linear differential inclusions and by converting the analysis and design problems into the linear matrix inequality optimization, a numerical method for finding the maximum stable ranges of the fuzzy feedback linearization control gains is also proposed. To verify the effectiveness of the proposed scheme, the robust stability analysis and control design examples are given.

• Tunnel and Underground Space
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• v.11 no.3
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• pp.270-278
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• 2001

Two numerical methods such as DEM and FDM were adopted to analysis of rock slope stability, of which dimensions are about 150 m(length), 58 m(height), 70°dip, in Halla limestone mine. For this rock slope stability analysis, strength reduction method was used to calculate the safety factor of slope through numerical method. To keep the rock slope safely, it is proposed to reduce the height of the rock slope from 58 m to 45 m and to reduce the angle of the slope from 70°to 55°, too.

• Journal of the Korean Geotechnical Society
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• v.23 no.3
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• pp.51-59
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• 2007

A reliability-based approach that can systematically model various sources of uncertainty is presented in the context of slope stability. Expressions for characterization of soil properties are developed in order to incorporate sampling errors, spatial variability and its effect of spatial averaging. Reliability analyses of slope stability with different statistical representations of soil properties show that the incorporation of sampling error, spatial correlation, and conditional simulation leads to significantly lower probability of failure than that obtained by using simple random variable approach. The results strongly suggest that the spatial variability and sampling error have to be properly incorporated in slope stability analysis.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.43 no.11
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• pp.998-1007
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• 2015

The $H_{\infty}$ control theory using LMI method is applied to design an attitude controller of radial type satellite that has strongly coupled channels due to the large product of inertia. It is observed that the cross-over frequency of open-loop with $H_{\infty}$ controller is lower than that of open-loop without controller, which is not typical phenomenon in an optimal control design result: it is interpreted that due to a large product of inertia, there is certain limit in increasing agility of satellite by just tuning weighting function. ${\mu}$-analysis is performed to verify the stability and performance robustness with the assumption of +/-5% MOI variation. ${\mu}$-analysis result shows that the variation of principal MOI degrades the stability and performance robustness more than the variation of POI does.

• Journal of the Korean Geotechnical Society
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• v.19 no.4
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• pp.33-41
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• 2003

The large planar failure has occurred in a rock cut slope of highway construction site in Boeun. This area is considered to be unstable since the discontinuity, whose orientation is similar to the orientation of the failure plane, is observed in many areas. Therefore, several analysis techniques such as SMR, stereographic analysis, limit equilibrium, numerical analysis, which are commonly used in rock slope stability analysis, are adopted in this area. In order to analyze the stress redistribution and nonlinear displacement caused by cut, which are not able to be obtained in limit equilibrium method, DEM and shear strength reduction technique were used in this study. Then the factors of safety evaluated by shear strength reduction technique and limit equilibrium were compared. In addition, the factor of safety under fully saturated slope condition was calculated and subsequently, the effect of the reinforcement was evaluated.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2001.10a
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• pp.69-82
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• 2001

본 연구는 절리가 발달한 고속도로 절취 사면들의 안정성을 검토하기 위하여 수행되었다. 물성시험을 바탕으로 한 지질 강도지수(GSI)를 이용하여 절리가 발달한 암반에 대한 최적의 물성을 구하는 과정을 제시하였다. 안정성 검토를 위해 FLAC에 의한 수치해석을 실시하였으며 이 때 사용한 모델은 절리 발달 상태가 균일하게 분포하였으므로 Ubiquitous Joint Model을 선정하였다. 해석은 건기와 우기의 경우로 나누어 실시하였는데 조건에 따라 절리면의 강도를 달리 적용하였다. 본 논문은 굴착 사면에서 쉽게 접할 수 있는 절리암반 환경에서 최적의 물성을 결정하고 이를 이용하여 안정성을 분석할 패 하나의 참고자료로 활용할 수 있을 것이다.

• Economic and Environmental Geology
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• v.33 no.4
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• pp.295-307
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• 2000

Probabilistic analysis is a powerful method to quantify variability and uncertainty common in engineering geology fields. In rock slope engineering, the uncertainty and variation may be in the form of scatter in orientations and geometries of discontinuities, and also test results. However, in the deterministic analysis, the factor of safety which is used to ensure stability of rock slopes, is based on the fixed representative values for each parameter without a consideration of the scattering in data. For comparison, in the probabilistic analysis, these discontinuity parameters are considered as random variables, and therefore, the reliability and probability theories are utilized to evaluate the possibility of slope failure. Therefore, in the probabilistic analysis, the factor of safety is considered as a random variable and replaced by the probability of failure to measure the level of slope stability. In this study, the stochastic properties of discontinuity parameters are evaluated and the stability of rock slope is analyzed based on the random properties of discontinuity parameters. Then, the results between the deterministic analysis and the probabilistic analysis are compared and the differences between the two analysis methods are explained.

• Journal of the Korean Geotechnical Society
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• v.18 no.6
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• pp.117-127
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• 2002

A deterministic approach of slope stability, which is generally corresponding to the model of a simple non-linear function for slopes, is problematic in that it does not account the versatile characteristics of ground layers in an effective way. To resolve this problem, this study proposes a new way of analyzing slope stability, so-called “genetic algorithm method, ” so as to reflect some particular conditions pertaining to the grounds under concern. Similarities and differences in slope stability that may exist between homogeneous and multiple ground layers are examined in a competitive manner, Overall, though similarities deemed a little bit salient, the algorithm method turned out to be very applicable to estimating the validity of slope stability. Furthermore, an additional effort to consider long-standing sequential and dynamic changes in both the amount of rainfall and the underground water level is made in order to improve the results.

• Journal of the Korean Geotechnical Society
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• v.16 no.2
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• pp.145-154
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• 2000

오늘날 폐기물 매립장의 구조적 안정성문제는 국내.외적으로 중요한 문제로 대두되고 있으며, 특히, 사면의 차수체계에서의 안정성에 대한 논란이 사회적 문제로 대두되고 있다. 또한, 우리 나라는 주민들의 NIMBY 현상과 국토의 효율적 활용을 위하여, 폐기물 매립장을 해안매립지나 산간지방에 많이 건설하고 있다. 그러나, 이러한 경우 사면구배가 급해지고 토목섬유의 활용이 불가피해져 안정성에 많은 문제점을 내포하게 된다. 이 연구는 폐기물 매립장 사면의 안정성을 해석하기 위하여, 원심모형실험을 실시하였다. 또한, 이론식 및 사면안정 해석 프로그램을 이용하여 안전을 산정하였다. 이 연구에 사용한 토목섬유 점토차수재(GCLs)의 팽윤도는 침출수와 증류수의 투과수에 대하여 22~25%의 팽윤도를 보였으며, 투수계수는 투과수가 침출수일 경우, 1.47$\times$10-10cm/sec, 증류수일 경우, 8.75$\times$10-11cm/sec의 값을 나타내었다. 원심모형실험 결과, 토목섬유 점토차수재의 포화여부와 지오멤브레인(HDPE)의 표면거칠기에 따라 사면 안전율이 각각 변화함을 알 수 있었으며, 표면이 거친 지오멤브레인과 건조한 토목섬유 점토차수재를 사용하였을 때, 파괴가 발생되지 않아 사면안정성이 높은 것으로 평가되었다. 또한, 이론에 의해 도출된 사면의 안전율과 사면안정 해석프로그램에 의한 안전율 계산 시, 전자의 경우가 후자의 경우보다 작게 평가됨을 알 수 있다.