• Interaction and multiscale mechanics
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• 제1권1호
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• pp.33-51
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• 2008

This paper investigates the modelling of coupled soil-structure interaction problems by domain decomposition techniques. It is assumed that the soil-structure system is physically partitioned into soil and structure subdomains, which are independently modelled. Coupling of the separately modelled partitioned subdomains is undertaken with various algorithms based on the sequential iterative Dirichlet-Neumann sub-structuring method, which ensures compatibility and equilibrium at the interface boundaries of the subdomains. A number of mathematical and computational characteristics of the coupling algorithms, including the convergence conditions and choice of algorithmic parameters leading to enhanced convergence of the iterative method, are discussed. Based on the presented coupling algorithms a simulation environment, utilizing discipline-oriented solvers for nonlinear structural and geotechnical analysis, is developed which is used here to demonstrate the performance characteristics and benefits of various algorithms. Finally, the developed tool is used in a case study involving nonlinear soil-structure interaction analysis between a plane frame and soil subjected to ground excavation. This study highlights the relative performance of the various considered coupling algorithms in modelling real soil-structure interaction problems, in which nonlinearity arises in both the structure and the soil, and leads to important conclusions regarding their adequacy for such problems as well as the prospects for further enhancements.

• Bulletin of the Korean Chemical Society
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• 제35권6호
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• pp.1706-1712
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• 2014

The OH($X^2{\Pi}$, ${\upsilon}^{\prime\prime}=0,1$) internal state distribution following the reaction of electronically excited oxygen atom ($O(^1D_2)$) with cyclo-$C_3H_6$ has been measured using laser-induced fluorescence, and compared with that following the reaction of $O(^1D_2)$ with $C_3H_8$. The overall characteristics of the OH internal energy distributions for both reactions were qualitatively similar. The population propensity of the ${\Pi}(A^{\prime})$ ${\Lambda}$-doublet sub-level suggested that both reactions proceeded via an insertion/elimination mechanism. Bimodal rotational population distributions supported the existence of two parallel mechanisms for OH production, i.e., statistical insertion and nonstatistical insertion. However, detailed analysis revealed that, despite the higher exoergicity of the reaction, the rotational distribution of the OH following the reaction of $O(^1D_2)$ with $C_3H_8$ was significantly cooler than that with cyclo-$C_3H_6$, especially in the vibrational ground state. This observation was interpreted as the effect of the flexibility of the insertion complex and faster intramolecular vibrational relaxation (IVR).

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1496-1503
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• 2005

The study on the lateral earth pressure is briskly preformed for various conditions such as type of retaining walls, ground condition, and type of supporting systems. It is not simple to determine the distribution of lateral earth pressure accurately, however, because the lateral earth pressure is affected by various factors. This study is performed to analyze the behavior of earth retaining walls for new excavation contacting with existing excavation by comparing with the site measuring values before and after new excavation. On the base of observation, the distribution of strut axial forces is similar to that of ganeral earth retaining walls, but strut axial forces is increased by removal of existing earth anchors. When new excavation is performed contacting with existing excavation, the axial force of strut is decreased because of soil exclusion in the behind walls, but that force is increased after new exeavation. The analysis result show that the installation of strut in middle part makes a effect to not only 1 adjacent strut, but 3-5 adjacent struts. Also during new excavation strut axial forces is decreased by relaxation of total earth retaining wall system.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2010년도 제39회 하계학술대회 초록집
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• pp.114-114
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• 2010

In this study, structural properties and photoluminescent characteristics of thin film rhombohedral zinc orthosilicate doped with manganese ($Zn_2SiO_4:Mn$) were investigated. The $Zn_2SiO_4:Mn$ films showed a pronounced absorption edge in the near ultraviolet wavelength region and a high optical transparency in the visible spectral range. The maximum transmittance reached 0.922 at 597 nm, which was very close to the transmittance of the fused quartz substrate alone (0.935). The $Zn_2SiO_4:Mn$ films were composed of rhombohedral polycrystalline grains with random crystallographic orientation. The broad-band photoluminescence emission peaked at around 525 nm was observed from the $Zn_2SiO_4:Mn$ films, which was ascribed to the radiative relaxation from the $^4T_1$ lowest excitation state to $^6A_1$ ground state of 3d5 electrons in divalent manganese ion. The excitation band exhibited a peak maximum at 259 nm in the near ultraviolet region, which was considered to be associated with the charge transfer transition of divalent Mn ion in the $Zn_2SiO_4$ system.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2003년도 하계학술대회 논문집 Vol.4 No.1
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• pp.468-471
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• 2003

Fault of under ground power cable occurs usually from the water tree such as the vented tree, the bow tree and the water-rich halo. The water tree penetrates to the polyethylene cable insulations. Sometimes, the water tree also diffuses to mother cable in the substation. In this paper, instead of replacement of the faulty cable, we tried to cure an electrical power cable degraded by the water trees with silicon injection method. And measured the results with the isothermal relaxation current analysis method. After cable cure, Chonil line was improved from 2.27 to 1.96 in a phase, from 2.148 to 2.020 in b phase, and from badness to 2.192 in c phase. And Keumam line was also improved from 2.419 to 1.920 in a phase, from 2.301 to 2.000 in b phase, and from badness to 1.957 in c phase.

• 대한수의학회지
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• 제27권1호
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• pp.35-40
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• 1987

Higenamine, a benzyltetrahydroisopuinoline analog isolated from aconite tuber, has potent isotropic action. Recent studies suggest it may have beta receptor agonistic property in that its inotropic action is blocked by propranolol in isolated rabbit heart. However, no study has been carried out on other organs than heart. Higenamine is expected to have pharmacological actions on smooth muscle on the ground that it has catecholamine moiety and tetrahydrosioquinoline nucleus in its chemical structure, both of which are well known to have smooth muscle relaxation effects. Therefore present study was aimed at determining whether higenamine has bronchodilating effect in isolated guinea pig trachea smooth muscle rich in adrenergic beta receptor and if any, it has agonistic effect on beta receptor. The results were summarized as follows : 1. Higenamine had remarkable bronchodilating effect in guinea pig tracheal smooth muscle in a dose-dependent manner. 2. Bronchodilator effect of higenamine in isolated guinea pig tracheal smooth muscle was blocked competitively by propranolol. The $pD_2$ value of higenamine in isolated guinea pig tracheal smooth muscle was 5.65 and the $pA_2$ value of propranolol against higenamine in the same preparation was 7.97.

• 한국터널지하공간학회 논문집
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• 제23권3호
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• pp.133-149
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• 2021

본 논문은 터널 굴착 시 굴착면의 안정성 확보를 위해 매우 활발히 적용되고 있는 강관보강 그라우팅의 거동 메커니즘을 실제 현장의 계측결과를 이용하여 연구한 결과를 수록하였다. 계측방법은 12 m의 강관에 형상변위계와 변형률계를 부착하여 실제 터널면에 보강을 시행한 다음 강관의 변형과 응력의 계측값을 분석하여 거동 특성을 파악하였으며, 6 m마다 강관이 중첩되는 것을 고려하여 7 m 굴착 시까지의 계측결과를 활용하였다. 또한, 허용응력이 다른 강관(SGT275와 SGT550)을 적용하여 강도차이에 따른 강관 보강재의 거동 특성도 확인하였다. 굴착면에 강관을 설치하고 최초 1 m 굴착 후 다음 굴착이 진행되기 전까지 7시간 동안의 강관 거동을 분석한 결과 굴착 이완하중에 따른 아칭효과로 응력이 재분배되는 거동 특성을 확인할 수 있었다. 1 m씩 굴착됨에 따라 3차원적인 이완하중의 응력분배로 인해 굴착된 구간은 4~6 m 굴착 시 가장 큰 변형을 나타내었다. 이러한 계측을 통해 굴착 전방지반의 설치된 강관에도 변형과 응력이 발생되는 것을 확인할 수 있었다. 또한, SGT275강관(항복강도 275 MPa)과 SGT550강관(항복강도 550 MPa)의 거동을 비교한 결과 변형량의 차이는 최대 18배, 응력은 최대 12배 정도 차이가 발생되어 강도가 큰 강관일수록 이완하중에 대응이 유리한 것으로 나타났다. 본 논문에서는 실제 터널 굴착에 따른 강관의 계측결과를 이용하여 이완하중의 아칭효과에 대응하는 강관 보강 그라우팅의 거동 메커니즘을 확인할 수 있었고, 그 결과를 본 논문에 수록하였다.

• 한국지반환경공학회 논문집
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• 제16권10호
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• pp.15-22
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• 2015

본 연구에서는 앵커의 장기 거동특성과 인장력 손실을 평가하기 위하여 실제 시공된 인장형 앵커를 대상으로 장기 계측을 실시하고 이를 기존 예측결과와 비교 분석하였다. 영구앵커는 비탈면 안정 혹은 구조물의 부상방지 등을 목적으로 사용되는 보강재로써 가설 앵커와 달리 구조물의 공용기간 동안 기능을 유지해야 한다. 그러나 시간 경과에 따라 앵커의 릴렉세이션 및 크리프가 지속적으로 발생되기 때문에 안정적인 기능발휘를 위해서는 인장력 손실에 대한 관리가 필수적이다. 지금까지 인장력 손실은 탄성론을 이용한 프리스트레스 감소와 인장재 종류에 따른 릴렉세이션을 값을 이용하여 산정하여 왔으며 장기적인 계측결과를 이용한 검증은 제한적인 실정이다. 이에 본 연구에서는 실제 시공된 인장형 앵커를 대상으로 현장조건과 상세 지반조사를 실시하였으며 하중계, 경사계 및 지하수위계를 설치하여 최대 500일 이상의 장기 계측결과를 분석하였다. 또한 측정된 벽체의 변위 및 앵커의 인장력 손실을 기존 해석결과와 비교함으로써 앵커의 장기 거동특성을 평가하였다. 평가결과 대부분의 앵커력 손실은 90일 이내에 발생되며, 앵커력 손실은 예측된 값보다 작게 측정되는 것으로 나타났다.

• Tuberculosis and Respiratory Diseases
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• 제65권4호
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• pp.323-327
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• 2008

전신성 홍반성 낭창은 자가 면역 질환으로 폐와 흉막을 침범하며, 드물게 다양한 형태의 간질성 폐질환을 일으킨다. 식도 이완 불능증은 식도 운동 질환으로 전신성 홍반성 낭창과 동반한 예는 아주 드물다. 전신성 홍반성 낭창에 속발한 식도 이완 불능증의 기전에 대해서는 향후 연구가 필요할 것으로 사료된다. 전신성 홍반성 낭창에서 간질성 폐렴과 식도 이완 불능증을 동반한 환자를 경험하였기에 이를 보고하는 바이다.

• International Journal of Advanced Culture Technology
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• 제9권2호
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• pp.100-105
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• 2021

Contactless service is rapidly emerging as a new growth strategy due to consumers who are reluctant to the face-to-face situation in the global pandemic of coronavirus disease 2019 (COVID-19), and various technologies are being developed to support the fast-growing contactless service market. In particular, the restaurant industry is one of the most desperate industrial fields requiring technologies for contactless service, and the representative technical case should be a kiosk, which has the advantage of reducing labor costs for the restaurant owners and provides psychological relaxation and satisfaction to the customer. In this paper, we propose a solution to the restaurant's store operation through the unmanned kiosk using a state-of-the-art artificial intelligence (AI) technology of image recognition. Especially, for the products that do not have barcodes in bakeries, fresh foods (fruits, vegetables, etc.), and autonomous restaurants on highways, which cause increased labor costs and many hassles, our proposed system should be very useful. The proposed system recognizes products without barcodes on the ground of image-based AI algorithm technology and makes automatic payments. To test the proposed system feasibility, we established an AI vision system using a commercial camera and conducted an image recognition test by training object detection AI models using donut images. The proposed system has a self-learning system with mismatched information in operation. The self-learning AI technology allows us to upgrade the recognition performance continuously. We proposed a fully automated payment system with AI vision technology and showed system feasibility by the performance test. The system realizes contactless service for self-checkout in the restaurant business area and improves the cost-saving in managing human resources.