• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.4
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• pp.47-55
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• 2009

The purpose of this study is to verify the transfer function of input acceleration and output control force by linearizing a velocity-dependent damping term of Liquid Column Vibration Absorber (LCVA). Analytical and experimental research is conducted to identify natural frequency, damping ratio and participated mass ratio of LCVA with various section ratios of vertical and horizontal areas. Findings obtained experimentally by the shaking table test are compared with analytical findings using optimization technique with constraints. The results indicate that the level of liquid and section ratio of LCVA affect the characteristics of damping ratio and mass ratio. Damping and mass ratio increase as the section of vertical column of LCVA decreases, due to turbulence in the elbow of LCVA.

• 한국도로학회:학술대회논문집
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• 2010.03a
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• pp.255-260
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• 2010

• Transactions of the Korean Society of Mechanical Engineers A
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• v.39 no.2
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• pp.143-156
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• 2015

The stress and displacement fields at the crack tip were studied during the unsteady propagation of a mode III crack in a direction that was different from the property graduation direction in functionally graded materials (FGMs). The property graduation in FGMs was assumed based on the linearly varying shear modulus under a constant density and the exponentially varying shear modulus and density. To obtain the solution of the harmonic function, the general partial differential equation of the dynamic equilibrium equation was transformed into a Laplace equation. Based on the Laplace equation, the stress and displacement fields, which depended on the time rates of change in the crack tip speed and stress intensity factor, were obtained through an asymptotic analysis. Using the stress and displacement fields, the effects of the angled property variation on the stresses, displacements, and stress intensity factors are discussed.

• Journal of the Korean Geotechnical Society
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• v.20 no.9
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• pp.105-114
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• 2004

Consolidation characteristics have been investigated by using Rowe cell consolidation tester for dredged soil, which is more than two times as much as the liquid limit. To examine the effects of variation of water content on consolidation characteristic, tests were carried out varying the initial water content from $100\%\;to\;150\%.$ The results were compared with the consolidation characteristics of remolded clay. The test results showed that the hither the initial water content of dredged clay was, the more noticeable the non-linear behavior of e-log P curves occurred. The variation of the gradient was apparent to load stage 40kPa and became less apparent after load stage 80kPa on the e-log P curves. Ratio of compression index stayed within the range suggested by Mesri and variation of initial water content has hardly influenced the coefficient of consolidation. On the contrary, it was found that the magnitude of consolidation load affects the vertical coefficient of consolidation. The variation of stratum thickness during consolidation processing needs to be taken into consideration since hydraulic fill would go through a much larger scale strain than land soil when it is subject to a load. In this study, the consolidation period considering the variation of stratum thickness was analyzed and the results were compared with those of existing consolidation studies which did not consider the variation of stratum thickness. According to the results of the study, the consolidation period of the ground with a larger strain was calculated more close to observed value in case of Mikasa theory which takes the variation of stratum thickness into consideration.

• Environmental and Resource Economics Review
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• v.10 no.1
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• pp.25-44
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• 2001

본 논문의 목적은 양분선택질문형 비시장가치평가법을 통한 편익추정에 사용되는 제 함수의 적합성 여부를 검증하기 위해 사용될 수 있는 방법론들을 비교 검토하는 것이다. 여가수렵의 환경적 요인의 변화에 따른 편익추정에 사용된 함수의 적합성을 판단하기 위해 변이계수접근법, 함수설정 오류 테스트, 그리고 비모수접근법 등이 각 함수에 적용되었다. 결과에 따르면, 편익추정에 이용된 세 가지 로짓함수(선형, 로그, 쉐어모형) 모두 적합한 것으로 판정되었다. 주어진 함수형태에 적용된 세 방법론간에 밀접한 일치성을 보였으며 경우에 따라서는 상호보완적이라는 함축성을 보이기도 하였다 이와 같은 결론은 로짓함수로부터 추정된 값들에 Krinsky-Robb 시뮬레이션을 이용하여 구축한 신뢰구간의 함수간 비교를 통해서도 확인되었다. 주어진 환경 시나리오에 대해 각 함수로부터 도출된 평균 추정치의 신뢰구간이 모두 충분히 중복되었기 때문에 편익추정과 관련하여 함수형태간에 유의적 차이가 없음이 입증된 것이다.

• Journal of the Korean GEO-environmental Society
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• v.12 no.3
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• pp.63-67
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• 2011

Recently, the application of unsaturated-soil theory is concerned in practice. Most characteristics of unsaturated-soil is the relationship between volumetric water contents and matric suction. Usually the volume water contents is estimated by the relationship between gravity water contents and volume water contents because of the difficulty of measurement of volumetric water contents. In this case, the water exists in only void of soil, and the relationship between gravity water contents and volume water contents is calculated by only water in void, but in fact, the water exists in the particle of the soil. So the real volume water contents is different with calculated volume water contents derived by the relationship containing only void water. The object of this research is to revise the relationship between volume water contents and gravity water contents by using the absorptivity tests of the soil particle.

• Journal of the Korean Geotechnical Society
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• v.21 no.2
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• pp.17-26
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• 2005

Soil water characteristic curve (SWCC) is a unique characteristic that should be considered In the analysis of unsaturated soil and prediction of unsaturated properties. However, the volume change of soil specimens that happens in the existing apparatus affects the SWCC, Therefore, In this study, we intended to obtain more appropriate SWCC by measuring the change In the volume of the specimen in the SWCC tests. The measured change of void ratio indicates that the saturation step prior to the test changes the original structure of the soil specimen. Thus we carried out the test far the same specimen omitting the saturation step prior to the test. The change of void ratio by this test procedure is relatively small.

• Journal of Korean Society of Transportation
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• v.16 no.2
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• pp.117-131
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• 1998

지체함수는 교통량과 속도의 관계를 단조 증가함수로 단순화하여 교통수요예측의 교통배정모형에 사용되게 된다. 이 지체함수를 구하는 방법은 두가지로 구분할 수 있는데, 첫째는 교통배정을 통해 구해지는 추정 링크통행량과 실측 교통량을 비교해 가면서 정산하는 방법이고 둘째는 교통량-속도 관계로부터 직접 구하는 방법이다. 첫째 방법은 구해진 O/D 통행량표의 부정확성과 모형에 내재하는 오류가 이 지체함수에 포함될 가능성이 매우 높은 단점을 가지고 있다. 본 연구에서는 교통량-속도 관계로부터 직접 도로유형별 지체함수를 구하여 교통배정에 적용하는 새로운 방법을 정입하였다. 교통망 전체에 대하여 단일 지체함수를 적용하는 기존의 방법은, 교통량 변화에 따른 통행시 간의 변화가 보다 둔감한 고급도로에 변화는 고급도로일수록 둔감하게 나타나며, 교통배정에 도로유형별 지체함수를 적용할 경우 단일 지체함수 적용시에 비하여 고급도로에 더 많은 교통량이 배정되게 된다. 본 연구의 결과, 교통망상에서 보다 현실적인 도로유형별 분담을 이룰 수 있는 방안이 정립됨으로써, 지금까지 교통배정에 있어 상대적으로 과소평가되어 왔던 고속도? 등 고급도로의 실제 타당성을 반영할 수 있게 되어 도로의 기능적 배차구조가 확립된 효율적인 교통망을 구성할 수 있는 계기를 마련한 것으로 판단된다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2002.11a
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• pp.71-76
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• 2002

보간법은 기본적으로 원래의 영상을 연속적인 함수 모형으로 나타내고 이 함수로부터 다시 샘플링을 하여 원하는 영상을 얻는 방식으로 접근한다. 본 논문에서는 다른 연속 함수모델보다 진동이 적고 필터 계수가 적은 B-spline 함수를 사용한다. 된 논문의 최적 보간 방법은 원래의 신호와 얻고자 하는 신호를 각각 spline함수로 나타내고, 이 둘의 차이가 가장 작은 것을 선택하는 것이다. 그러기 위해서는 여러 개의 spline계수 중에서 원래 신호와의 L$_2$-norm이 가장 작은 것을 선택해야 한다 이러한 최적 보간법을 일반화하기 위해서 spline 함수로 표현된 신호를 다시 샘플링 하여 신호를 얻고, 그 신호를 공간에 따라 변화하는 spline함수의 합으로 나타낸다. 그리고 이렇게 나타낸 함수들 중에서 원래의 함수와 가장 가까운 것을 선택하도록 함으로써 일반화될 수 있다. 이러한 최적화 된 비정규점 리사이징 알고리즘은 다른 알고리즘에 비해서 더 적은 오차를 나타냄을 확인할 수 있다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.2
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• pp.529-536
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• 2014

Physical characteristics of cement-admixed clay such as water content, specific gravity, unit weight and void ratio are main factors for strength, compressibility and prediction of consolidation behavior. In the past, the physical characteristics of admixed soils could be understanded through complex laboratory tests and field survey after construction. In this study, the tests were performed with conditions such as clay water contents 0%-170%, cement contents 5%-25% and curing period 3-90days after that analyzed for changes which are water content, specific gravity unit weight and void ratio of admixed soils. A prediction of properties through mechanical relationships with clay in situ water content, cement content and curing period could be proposed using the test results. The prediction equation of void ratio of admixed soils was derived using void ratio equation in geotechnical engineering and compared with test results of bangkok clay and then this study could be verified.