• 제목/요약/키워드: Cap models

검색결과 72건 처리시간 0.028초

캡이 설치된 퇴적층의 압밀 침하 (I) : 원심모형시험기를 이용한 모델링 방법 (Consolidation Settlement of Capped Sediment (I): Centrifuge Simulation by Modeling of Models Technique)

  • Kim, Tae-Hyung;Hong, Won-Pyo;Moo-Young, Horace-K
    • 한국지반공학회논문집
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    • 제19권3호
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    • pp.33-38
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    • 2003
  • 모래를 이용한 해안퇴적층 캡핑은 오염원의 이동을 줄일 수 있는 하나의 방법이다. 캡핑 설계시 자중에 의한 캡 자체의 압밀과 새로 추가된 캡층에 의한 퇴적층의 압밀을 반드시 고려해야만 한다. 이를 위해 원심모형시험기를 이용한 모형실험이 실시되었다. 이 연구에서는 실험의 정확성을 알아보기 위해 모델을 다시 모델링 하는 방법이 이용되었다. 즉, 똑 같은 경계 조건에서 서로 다른 중력가속도를 가지고 실험이 실시 되었다. 두 실험의 결과가 잘 일치함을 알 수 있었다. 이것은 캡이 설치된 해안퇴적층의 압밀침하 거동을 원심모형실험을 이용하여 예측이 가능함을 알 수 있다.

Penelope Simulation에 의한 불감층 두께 효과 및 HPGe 검출기 분석 (Analysis of the Dead Layer Thickness effect and HPGe Detector by Penelope Simulation)

  • 장은성;이효영
    • 한국방사선학회논문지
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    • 제12권7호
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    • pp.801-806
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    • 2018
  • 게르마늄 결정은 검출에 유용하지 않지만, 광자를 강하게 약화하기 때문에 효율성 저하를 일어키는 불감층을 가지고 있다. 따라서 제조업체가 제공하는 데이터를 검출기 시뮬레이션 모델에 사용하면 계산된 효율성과 측정된 효율성 사이에 약간의 큰 차이가 나타난다. 고순도 게르마늄(HPGe) 검출기의 모양과 치수는 CT 스캔을 통해 몬테카롤롤 시뮬레이션을 위해 형상을 정확하게 형상화하였다. 이 결과 불감층 두께 증가가 효율 감소과정에 미치는 영향을 연구하고자 한다. 불감층의 조정은 50 - 1500 keV의 에너지 범위에서 측정 효율과 시뮬레이션 효율 사이의 ${\pm}3%$의 상대편차와 함께 좋은 일치임을 확인하였다. 불감층 두께에 변화를 주어 시뮬레이션 데이터를 비교하였다. 몬테카롤로 시뮬레이션 결과를 실험 결과와 비교하여 새로운 불감층 두꼐를 얻었다. 1.4와 1.6 mm 두께의 End Cap 시뮬레이션 모델에서 1.5mm 두께의 End Cap시뮬레이션 모델에 대한 불감층 두꼐 결과의 차이는 End Cap 치수의 정확성으로 인한 체계적인 오류였다. 통계적 오류와 체계적 오류를 고려한 후, 검출기의 불감충 두께는 $1.02{\pm}0.14mm$로 도출되었다. 따라서 불감층 두께의 증가는 효율성 감소에 영향을 미치는 것을 확인하였다.

3차원 연결선 모형의 효율적인 커패시턴스 추출 방법 (Efficient Capacitance Extraction Method for 3D Interconnect Models)

  • 김정학;성윤모;김석윤
    • 대한전자공학회논문지SD
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    • 제41권11호
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    • pp.53-59
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    • 2004
  • 본 논문은 3차원 연결선 모형을 이용하여 효율적으로 회로 연결선에 기생하는 커패시턴스 성분을 추출하는 방법을 제안한다. 제안한 방법은 경험식에 의한 방법 중 2차원 연결선 모형의 커패시턴스를 추출하는 알고리즘을 이용하여 수행시간을 개선하였고, 정확도의 오차를 줄이기 위하여 3차원 커패시턴스 추출에서 이용되는 모형화 방법을 적용하였다. 이 방법은 FastCap을 이용하여 실험한 결과와 비교하면 1.8%의 오차 범위에서 952배의 시간 이득을 얻을 수 있다. 제안한 방법은 VLSI 시스템의 칩 내 외부 연결선의 전기적 변수 추출에 효과적으로 이용될 수 있을 것이다.

서울 오피스 신규 공급 결정요인과 동태적 관계분석 (The Determinants of New Supply in the Seoul Office Market and their Dynamic Relationship)

  • 양혜선;강창덕
    • 지적과 국토정보
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    • 제47권2호
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    • pp.159-174
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    • 2017
  • 오피스의 수급 불균형은 도시 성장을 약화시킨다. 오피스의 초과공급이 공실률을 높이고 임대료가 하락하는 등 시장의 불안정성을 키울 수 있기 때문이다. 또한 오피스의 초과수요가 기업의 임차비용을 상승시켜 도시의 산업 성장을 제한할 수 있다. 최근 대규모의 신규 공급이 서울 오피스시장의 변동성을 높였다. 그럼에도 불구하고 오피스 공급에 대한 연구는 미미한 실정이다. 따라서 본 연구는 서울 오피스 신규 공급의 영향요인을 확인하고 수급 불균형의 주요 원인인 시차를 고려하여 결정요인들의 동태적 구조적인 움직임을 분석하였다. 이를 위해 시계열모형인 벡터오차수정모형(VECM)을 활용하여 2003년부터 2015년까지 서울 오피스시장의 분기별 자료를 분석하였다. 분석결과, 서울 오피스 신규 공급에 영향을 주는 요인은 1분기 전 오피스 신규 공급량(-), 1분기 전 오피스 고용자 수(+), 2분기 전 이자율(+), 1분기 전 cap rate(-), 2분기 전 cap rate(-)으로 확인되었다. 이를 바탕으로 영향요인들 간의 시간에 따른 상호의존성과 변동에 따른 상대적 기여도를 분석한 결과, 이자율과 cap rate은 신규 공급량에 단기적인 영향을 미친 반면 고용과 공실률은 장기적이고 지속적인 영향을 미쳤다. 따라서 예측 가능한 오피스 시장 전망을 위해서는 이러한 오피스 신규 공급 영향요인에 대한 공신력 있는 자료 구축이 필요하고 지속적인 모니터링이 필요하다. 오피스는 기업과 산업의 성장을 이끄는 핵심적인 도시인프라이기 때문이다.

Building frame - pile foundation - soil interaction analysis: a parametric study

  • Chore, H.S.;Ingle, R.K.;Sawant, V.A.
    • Interaction and multiscale mechanics
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    • 제3권1호
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    • pp.55-79
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    • 2010
  • The effect of soil-structure interaction on a single-storey, two-bay space frame resting on a pile group embedded in the cohesive soil (clay) with flexible cap is examined in this paper. For this purpose, a more rational approach is resorted to using the finite element analysis with realistic assumptions. Initially, a 3-D FEA is carried out independently for the frame on the premise of fixed column bases in which members of the superstructure are discretized using the 20-node isoparametric continuum elements. Later, a model is worked out separately for the pile foundation, by using the beam elements, plate elements and spring elements to model the pile, pile cap and soil, respectively. The stiffness obtained for the foundation is used in the interaction analysis of the frame to quantify the effect of soil-structure interaction on the response of the superstructure. In the parametric study using the substructure approach (uncoupled analysis), the effects of pile spacing, pile configuration, and pile diameter of the pile group on the response of superstructure are evaluated. The responses of the superstructure considered include the displacement at top of the frame and moments in the columns. The effect of soil-structure interaction is found to be quite significant for the type of foundation considered in the study. Fair agreement is observed between the results obtained herein using the simplified models for the pile foundation and those existing in the literature based on a complete three dimensional analysis of the building frame - pile foundation - soil system.

얼음의 재료 모델 적용 타당성 연구 (Comparative Study on Material Constitutive Models of Ice)

  • 정준모;남지명;김경수
    • 대한조선학회논문집
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    • 제48권1호
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    • pp.42-48
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    • 2011
  • To define ice as a solid material, mathematical and physical characteristics and their application examples are investigated for several materials' yield functions which include isotropic elastic, isotropic elastic-plastic, classical Drucker-Prager, Drucker-Prager Cap, Heinonen's elliptic, Derradji-Aouat's elliptic, and crushable foam models. Taking into account brittle failure mode of ice subject to high loading rate or extremely low temperature, isotropic elastic model can be better practicable than isotropic elastic-plastic model. If a failure criterion can be properly determined, the elastic model will provide relatively practicable impact force history from ice-hull interactions. On the other hand, it is thought that the soil models can better predict the ice spalling mechanism, since they contain both terms of shear stress-induced and hydrostatic stress-induced failures in the yield function.

Equilibrium and kinetic studies on the adsorption of copper onto carica papaya leaf powder

  • Varma V., Geetha;Misra, Anil Kumar
    • Membrane and Water Treatment
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    • 제7권5호
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    • pp.403-416
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    • 2016
  • The possibility of using carica papaya leaf powder for removal of copper from wastewater as a low cost adsorbent was explored. Different parameters that affect the adsorption process like initial concentration of metal ion, time of contact, adsorbent quantity and pH were evaluated and the outcome of the study was tested using adsorption isotherm models. A maximum of 90%-94.1% copper removal was possible from wastewater having low concentration of the metal using papaya leaf powder under optimum conditions by conducting experimental studies. The biosorption of copper ion was influenced by pH and outcome of experimental results indicate the optimum pH as 7.0 for maximum copper removal. Copper distribution between the solid and liquid phases in batch studies was described by isotherms like Langmuir adsorption and Freundlich models. The adsorption process was better represented by the Freundlich isotherm model. The maximum adsorption capacity of copper was measured to be 24.51 mg/g through the Langmuir model. Pseudo-second order rate equation was better suited for the adsorption process. A dynamic mode study was also conducted to analyse the ability of papaya leaf powder to remove copper (II) ions from aqueous solution and the breakthrough curve was described by an S profile. Present study revealed that papaya leaf powder can be used for the removal of copper from the wastewater and low cost water treatment techniques can be developed using this adsorbent.

복합재료 고전적층판 이론을 이용한 MW급 해상풍력 블레이드 구조설계 (Structural Design of Multi-Megawatt Wind Turbine Blade by Classical Lamination Theory)

  • 배성열;김범석;이상래;김우준;김윤해
    • 한국해양공학회지
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    • 제28권2호
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    • pp.147-151
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    • 2014
  • This research presents a method for the initial structural design of a multi-megawatt wind turbine blade. The structural data for a 2-MW blade were applied as the blade structural characteristic data of the reference blade. Tenkinds of blade models were newly designed by replacing the spar cap axial GRRP with a GFRP and CFRP These terms should be defined. at different orientations. The axial stiffness coefficients of the newly designed models were made equal to the coefficient of the reference blade. The required numbers of layers in each section of blades were calculated, and the lay-up designs were based on these numbers. Verification results showed that the design method that used the structural data of the reference blade was appropriate for the initial structural design of a wind turbine blade.

Numerical Analysis of Pile-Soil Interaction under Axial and Lateral Loads

  • Khodair, Yasser;Abdel-Mohti, Ahmed
    • International Journal of Concrete Structures and Materials
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    • 제8권3호
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    • pp.239-249
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    • 2014
  • In this paper, the analysis of a numerical study of pile-soil interaction subjected to axial and lateral loads is presented. An analysis of the composite pile-soil system was performed using the finite difference (FD) software LPILE. Two three dimensional, finite element (FE) models of pile-soil interaction have been developed using Abaqus/Cae and SAP2000 to study the effect of lateral loading on pile embedded in clay. A lateral displacement of 2 cm was applied to the top of the pile, which is embedded into the concrete pile cap, while maintaining a zero slope in a guided fixation. A comparison between the bending moments and lateral displacements along the depth of the pile obtained from the FD solutions and FE was performed. A parametric study was conducted to study the effect of crucial design parameters such as the soil's modulus of elasticity, radius of the soil surrounding the pile in Abaqus/Cae, and the number of springs in SAP2000. A close correlation is found between the results obtained by the FE models and the FD solution. The results indicated that increasing the amount of clay surrounding the piles reduces the induced bending moments and lateral displacements in the piles and hence increases its capacity to resist lateral loading.

Regulation of Tumor Neceosis Factor-${\alpha}$ Receptors and Signal Transduction Pathways

  • Han, Hyung-Mee
    • Toxicological Research
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    • 제8권2호
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    • pp.343-357
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    • 1992
  • Tumor necrosis factor-${\alpha}$(TNF), a polypeptide hormone secreted primarily by activated macrophages, was originally identified on the basis of its ability to cause hemorrhagic necrosis and tumor regression in vivo. Subsequently, TNF has been shown to be an important component of the host responses to infection and cancer and may mediate the wasting syndrome known as cachexia. These systemic actions of TNF are reflected in its diverse effects on target cells in vitro. TNF initiates its diverse cellular actions by binding to specific cell surface receptors. Although TNF receptors have been identified on most of animal cells, regulation of these receptors and the mechanisms which transduce TNF receptor binding into cellular responses are not well understood. Therefore, in the present study, the mechanisms how TNF receptors are being regulated and how TNF receptor binding is being transduced into cellular responses were investigated in rat liver plasma membranes (PM) and ME-180 human cervical carcinoma cell lines. $^{125}I$-TNF bound to high ($K_d=1.51{\pm}0.35nM$)affinity receptors in rat liver PM. Solubilization of PM with 1% Triton X-100 increased both high affinity (from $0.33{\pm}0.04\;to\;1.67{\pm}0.05$ pmoles/mg protein) and low affinity (from $1.92{\pm}0.16\;to\;7.57{\pm}0.50$ pmoles/mg protein) TNF binding without affecting the affinities for TNF, suggesting the presence of a large latent pool of TNF receptors. Affinity labeling of receptors whether from PM or solubilized PM resulted in cross-linking of $^{125}I$-TNF into $M_r$ 130 kDa, 90 kDa and 66kDa complexes. Thus, the properties of the latent TNF receptors were similar to those initially accessible to TNF. To determine if exposure of latent receptors is regulated by TNF, $^{125}I$-TNF binding to control and TNF-pretreated membranes were assayed. Specific binding was increased by pretreatment with TNF (P<0.05), demonstrating that hepatic PM contains latent TNF receptors whose exposure is promoted by TNF. Homologous up-regulation of TNF receptors may, in part, be responsible for sustained hepatic responsiveness during chronic exposure to TNF. As a next step, the post-receptor events induced by TNF were examined. Although the signal transduction pathways for TNF have not been delineated clearly, the actions of many other hormones are mediated by the reversible phosphorylation of specific enzymes or target proteins. The present study demonstrated that TNF induces phosphorylation of 28 kDa protein (p28). Two dimensional soidum dodecyl sulfate-polyacrylamide gel electrophoresis(SDS-PAGE) resolved the 28kDa phosphoprotein into two isoforms having pIs of 6.2 and 6.1. The pIs and relative molecular weight of p28 were consistent with those of a previously characterized mRNA cap binding protein. mRNA cap binding proteins are a class of translation initiation factors that recognize the 7-methylguanosine cap structure found on the 5' end of eukaryotic mRNAs. In vitro, these proteins are defined by their specific elution from affinity columns composed of 7-methylguanosine 5'-triphosphate($m^7$GTP)-Sepharose. Affinity purification of mRNA cap binding proteins from control and TNF treated ME-180 cells proved that TNF rapidly stimulates phosphorylation of an mRNA cap binding protein. Phosphorylation occurred in several cell types that are important in vitro models of TNF action. The mRNA cap binding protein phosphorylated in response to TNF treatment was purifice, sequenced, and identified as the proto-oncogene product eukaryotic initiation factor-4E(eIF-4E). These data show that phosphorylation of a key component of the cellular translational machinery is a common early event in the diverse cellular actions of TNF.

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