• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1989.11a
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• pp.16-40
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• 1989

엔진오일 첨가제는 오일 전체의 성질에 영향을 주는 것과 윤활 부품의 표명 성질에 영향을 미치는 것으로 크게 구분할 수 있다. 표면 작용용 첨가제 들의 상호작용은 기대이하의 성능을 발휘하는 경우가 있고 그 원인은 첨가제의 상호작용에 의한 것으로 볼 수 있으므로 가능한 범위내에서 실험적으로 살펴보기로 한다. 현대자동차의 엔진과 변속기에 요구되는 윤활유 성능 특성을 만족시키기 위해서는 기유에 요구되는 적당한 성능을 발휘하기 위한 특수한 첨가제를 넣어주어야만 한다. 그러나 첨가제를 개발하는 과정에서 한가지 첨가제의 특성은 그 자체를 실험한 경우와 매우 상이한 결과가 완전히 혼합된 오일에서 나타남을 경험하게 된다. 이것은 첨가제들 자체의 상호작용에 의한 원인으로 암시되지만 이들에 관련된 연구나 지식은 상당히 제한되어 있다. 따라서 첨가제으 상호작용에 관한 실례를 찾아보고 관련자료를 검토해 보는 것은 의미있는 일이라 생각된다. 윤활오일 첨가제가 오일 자체의 성질에 영향을 주는 것으로 점도 시수향상제, 산화 방지제 같은 것이 있고 마찰 표면 특성에 영향을 미치는 내마모성 첨가제, 극압첨가제, 청정제, 분산제, 마찰 계수 감소제 등으로 크게 구분된다. 오일자체에 영향을 미치는 첨가제는 서로 별개로 작용하지만 그래도 상호 반응을 할 수 있다. 예를 들면 자유기 억제제와 과산화물 분해형식의 산화억제제의 혼합물은 산화억제 성능을 최대화 시켜준다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.4
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• pp.243-251
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• 2005

In the seismic design the pile foundation system of the buildings generally have been modeled to have a fixed end for its convenience and conservativeness. But it is necessary to consider the soil-structure interaction for more reliable design. In this study, the framed tube building and brace tube building with pile foundation system under earthquake were analyzed considering soil-structural interaction by 3 pile foundation modeling methods; fixed-end model, 6 springs model and p-y springs model. And 2 soil conditions were used in analysis. For each cases, displacements, drifts, maximum stress, periods and 1st mode mass participation ratios were compared.

• Journal of Korea Foundry Society
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• v.10 no.2
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• pp.116-118
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• 1990

• Geotechnical Engineering
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• v.8 no.1
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• pp.7-18
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• 1992

This paper is a basic study of three by finite element method. Plate and medium. Plate is discretized 4 node p melt. At the interface between plate a melt is adopted for considering plate Measured vertical displacement out by plate foundation interaction finite zion is followed as ; 1. as being interface element adopts dation interaction finite element 2. As being interface element and platefoundation interaction finite 3. As being interface element adopte Therefore, post processing that as.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2004.04a
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• pp.366-369
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• 2004

조석의 효과가 대수층에 미치는 해안대수층에서 지하수-기표수 상호작용에 관한 모사를 위해 수치모델링을 이용하였다 모사에 사용한 모델은 하천경계와 해안경계가 서로 직교하며 하천은 대수층을 부분 관통하고 있다. 해안경계와 하천경계에 의한 동시영향을 함께 모사한 결과, 해안경계에 의한 효과는 일정한 범위까지만 나타났으나, 하천경계에 의한 영향은 시간의 증가에 따라 영향범위가 넓어졌다. 하천경계와 해안경계조건이 만나는 부근에서는 해안경계에 의한 지하수위의 반복적인 상승과 하강으로 인해 두 경계조건에 의한 지하수위가 상호 상승작용을 일으키기도 하고 상호 상쇄되어 지하수위의 변화가 없는 엉역이 나타나기도 한다. 따라서 이러한 하천과 해안경계조건이 상호 교차하는 주변 대수층에서의 수위를 측정하여 해안대수층에서의 수리상수를 추정하면 수리확산계수를 과대 혹은 과소평가하는 오류를 범할 수 있으므로 주의를 요한다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.11 no.4
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• pp.427-435
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• 2009

This study deals with the analytical solution for soil-lining interaction in a deep and circular tunnel. Simple closed-form analytical solutions for thrust and moment in the circular tunnel lining due to static and seismic loadings are developed by considering the relations between displacement and interaction forces at the soil-lining interface. The interaction effect at the soil-lining interface is considered with new ratios (the normal and shear stiffness ratios). The effects of the ratios on the normalized thrust and the normalized moment are investigated.

• Journal of the Korean GEO-environmental Society
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• v.10 no.4
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• pp.65-71
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• 2009

Hydraulic fracturing technology has been widely applied in the industry for the recovery of the natural resources such as gas, oil and geothermal heat from hot dry rock. During hydraulic fracturing stimulation, multiple cracks are created resulting in mechanical interaction between cracks. Such an interaction influences obtaining hydraulic fracturing key parameters (crack opening, length, and borehole net pressure). The boundary collocation method (BCM) has been proved to be very effective in considering mechanical interaction. However, for better confidence, it needs to be verified by comparison with analytical solutions such as stress intensity factors. In this paper, three cases, single fracture in remote uniaxial tension, single fracture in remote shear stress field and two arbitrary segments in an infinite plane loaded at infinity are considered. As a result, the BCM is proved to be valid technique to consider mechanical interaction between cracks and can be used to estimate the hydraulic fracturing parameters such as opening of the fracture, and so on.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2003.10a
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• pp.243-243
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• 2003

• Journal of Korean Society of Steel Construction
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• v.25 no.4
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• pp.335-346
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• 2013

AASHTO LRFD and Korean Bridge Design Code (Limit State Design) specify to consider Truck and Lane load simultaneously determined from reliability-based live load model, and impact shall be applied to the truck load while it shall not be applied to the lane load. In this paper, vehicle-bridge interaction analysis under moving truck and lane loads were performed to estimate impact factor of the cables and girders for the selected multi-cable-stayed composite bridges with 230m, 400m and 540m main span. A 6-d.o.f. vehicle was used for truck load and a series of single-axle vehicles was applied to simulate equivalent lane load. The effect of damping ratio on the impact factor was estimated and then the essential parameters to impact factor, i.e., road surface roughness and vehicle speed were considered. The road surface roughness was randomly generated based on ISO 8608 and it was applied to the truck load only in the vehicle-bridge interaction analysis. The impact factors evaluated from dynamic interaction analysis were also compared with those by the influence line method that is currently used in design practice to estimate impact factor in cable-stayed bridge.

• Journal of the Earthquake Engineering Society of Korea
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• v.11 no.1 s.53
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• pp.67-77
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• 2007

Site coefficients in IBC and KBC codes have some limits to predict the rational seismic responses of a structure, because they take into account only the effect of the soil amplification without the effects of the structure-soil interaction. In this study, upper and lower limits of the site coefficients are estimated through the pseudo 3-D elastic seismic response analyses of structures built on the linear or nonlinear soil layers taking Into account the effects of the structure-soil interaction. Soil characteristics of site classes of A, B and C were assumed to be linear, and those of site classes of D and E were done to be nonlinear and the Ramberg-Osgood model was used to evaluate shear modulus and damping ratio of a soil layer depending on the shear wave velocity of the soil layer, Seismic analyses were performed with 12 weak or moderate earthquake records scaled the peak acceleration to 0.1g or 0.2g and deconvoluted as earthquake records at the bedrock located at 30m deep under the outcrop. With the study results of the elastic seismic response analyses of structures, new standard response spectrum and upper and lower limits of the site coefficients of $F_{a}\;and\;F_{v}$ at the short period range and the period of 1 second are suggested including the effects of the structure-soil interaction, and new site coefficients for the KBC code are also suggested.