• 제목/요약/키워드: Theoretical Analyses

검색결과 830건 처리시간 0.025초

토양의 침식과 보존에 관한 이론적 분석 2. 토양침식의 내성에 관한 이론 (The Theoretical Analyses of the Soil Erosion and Conservation 2. The Theoretical Expresion of Erosion Tolerance for the Soil Conservation)

  • 장남기
    • 아시안잔디학회지
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    • 제10권1호
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    • pp.31-40
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    • 1996
  • The mechanical expresion provides for the use of Soil property reserves and permanent protec-tion or improvement of soil resources in accordance with measurable standards. If the functions I (initial soil property), E (soil erosion), R (soil renewal), and M. (minimum allowable value) are assumed to be integrable in region A, erosion tolerance over a region is leaded to ${\int}_A{\int}I(m, cl, re, ch, b)dA-{\int}_A{\int}{\{\int}_{to}^{\infty}[E(w, re, c, re, ch, b, t)-R(m, ch, re, b, t)]dt}\dA{\geqq}{\int}_A{\int}M_i(m, cl, re, ch, b)dA$ were variable factors are m=parent material of soil, cl=climate, re=relief or topography, ch=soil characteristics, r=rain or water, w=wind, b=biota, and t=time.

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Thermo-optic Effects of Bragg Grating Optical Temperature Sensor

  • Ahn, Kook-Chan;Lee, Sang-Mae;Lee, Gwang-Seok;Park, Seung-Bum
    • International Journal of Aeronautical and Space Sciences
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    • 제3권2호
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    • pp.24-30
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    • 2002
  • This paper demonstrates a comparison of linear and nonlinear analyses for thermo-optic effects of optical temperature sensor based on the etched silica-based planar waveguide Bragg grating. Topics include theoretical analyses and experiment of the etched planar waveguide Bragg grating optical temperature sensor. Theoretical models with nonlinear than linear temperature effect for the grating response based on waveguide and plate deformation theories agree with experiments to within acceptable tolerance.

토양의 침식과 보존에 관한 이론적 분석 4. 삼림토양의 침식과 유실기구 (The Theoretical Analyses of the Soil Erosion and Conservation 4. Erosion and Leaching Mechanism of the Forest Soils)

  • 장남기
    • 아시안잔디학회지
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    • 제10권1호
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    • pp.49-59
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    • 1996
  • This report is researched on the cause and mechanism of soil erosion in comparison among Kwangnung, Mt. Kaya, Mt. Chili, and Mt. Soorak by physical and chemical analyses of their for- est soils. Clay, silt, and fine sand of Mt. Soorak are far less than those of Mt. Chili, Mt. Kaya, and Kwangnung area while coarse sand is very high level. The clay ratio of soil at Mt. Soorak is the most high level in comparison with that of other area. Denudation at Mt. Soorak, therefore, is cause of erosion by the result of transportation of soil particles. The eroding velocity increase for larger particle size and stronger cohesion between soil particles. Very fine sand, silt, and clay can be present in suspension near the bottom and the size of the particles in suspension depends upon the velocity of the current near the bottom and the roughness of the bottom. Key words: Theoretical analyses, Soil erosion and conservation, Forest soils.

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스트레인 게이지를 이용한 5만 DWT 석유화학제품 운반선의 횡진동 분석에 관한 연구 (Theoretical and experimental analysis of the lateral vibration of shafting system using strain gauges in 50,000-DWT oil/chemical tankers)

  • 이재웅
    • Journal of Advanced Marine Engineering and Technology
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    • 제40권4호
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    • pp.301-306
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    • 2016
  • 추진축계 횡진동은 축계배치계산과 함께 설계단계에서 충분한 검토가 이루어져야 한다. 축계 강제 횡진동 문제는 아직 명쾌한 해석방법이 제시되지 못하고 있으며 선급, 국제규격 등에서 대략적으로 프로펠러 날개차수 고유 진동수가 엔진정격회전수의 ${\pm}20%$이내에 들지 못하게 하고 있다. 축계배치관점에서는 축계 지지베어링 중심간 사이의 거리가 멀수록 좋으나 횡진동관점에서는 파장이 길어지고 고유진동수는 낮아져 공진이 발생할 수 있는 요인이 되어 검토시 주의가 요구되므로 계산결과를 실측으로 검증하는 것이 바람직하다. 본 연구에서는 최근 친환경 고효율 선박으로 등장한 5만 DWT급 석유화학제품운반선을 대상으로 횡진동 이론적 분석 및 스트레인 게이지 계측자료 분석을 수행하고 이를 통해 횡진동이 추진축계에 미치는 영향을 검토하였다.

강압 트랜스를 이용하지 않은 3상 저전압 다이오드 정류회로 (Three-phase Low Voltage Diode Rectifier Circuit not using a Step-Down Transformer)

  • 문상필;서기영;이현우;김영문;강욱중
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2001년도 추계학술대회 논문집 전기기기 및 에너지변환시스템부문
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    • pp.215-218
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    • 2001
  • In conventional three-phase rectifiers, it was necessary to use a transformer to obtain low output voltage. In this paper, we propose a new three-phase rectifiers circuit that achieves low voltage by using a very simple circuit configuration that does not have a transformer and does not need any complex control. We also describe the operation principle of the proposed circuit, and derive a theoretical formula for its current waveform. On the basis of this formula it also explores the theoretical input/output current characteristics, theoretical current amplification factor, and theoretical output voltage characteristics of these theoretical values with experimentally obtained input/output current characteristics, current amplification factor, and output voltage characteristics, allowed us to confirm the soundness of our theoretical analyses.

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Performance evaluation of in-service open web girder steel railway bridge through full scale experimental investigations

  • Sundaram, B. Arun;Kesavan, K.;Parivallal, S.
    • Structural Monitoring and Maintenance
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    • 제6권3호
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    • pp.255-268
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    • 2019
  • Civil infrastructures, such as bridges and tunnels are most important assets and their failure during service will have significant economic and social impact in any country. Behavior of a bridge can be evaluated only through actual monitoring/measurements of bridge members under the loads of interest. Theoretical analysis alone is not a good predictor of the ability of a bridge. In some cases, theoretical analyses can give less effect than actual since theoretical analyses do not consider the actual condition of the bridge, support conditions, level of corrosion and damage in members and connections etc. Hence actual measurements of bridge response should be considered in making decisions on structural integrity, especially in cases of high value bridges (large spans and major crossings). This paper describes in detail the experimental investigations carried out on an open web type steel railway bridge. Strain gages and displacement transducers were installed at critical locations and responses were measured during passage of locomotives. Stresses were evaluated and extrapolated to maximum design loading. The responses measured from the bridge were within the permissible limits. The methodology adopted shall be used for assessing the structural integrity of the bridge for the design loads.

전기유변성 클러치의 동력전달 메커니즘 제3보 : ER 클러치 성능에 관한 실험적 고찰 (Power Transmission Mechanism of Electrorheological Clutch Part III: Experimental considerations on performance of ER clutch)

  • 이규한;심현해;김창호;임윤철
    • Tribology and Lubricants
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    • 제13권4호
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    • pp.1-9
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    • 1997
  • ER clutch is a device using ER fluid, so called "intelligent material" and is a power transmission system controlled with electric field strength. In this paper(Part III), the behavior of ER clutch under proper conditions was investigated experimentally and compared to theoretical analyses developed from Part I, II. Considering the optimum design concept proposed from Part I, the concentric cylinder type of ER clutch was designed and the experimental apparatus for the performance test was constructed. The comparisons made indicated that the power transmission model of ER clutch and the temperature rise model of ER fluid developed from Part I, II were acceptable for engineering design calculations.culations.

제품안전경영을 위한 사고비용분석의 이론적 접근 (A Theoretical Approach of Accident Cost Analyses for Product Safety Management)

  • 김사길;변승남
    • 한국경영과학회:학술대회논문집
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    • 한국경영과학회/대한산업공학회 2003년도 춘계공동학술대회
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    • pp.230-235
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    • 2003
  • Accident analysis is special concern to researchers in traffic safety. Accident analysis in product safety, however, is not. The needs of product safety management alter it in the world by all manufacturers. The purpose of this study is to propose a theoretical principles for product safety management through the accident cost analyses. The accident cost is a important factor to prevent product accident and to treat some claims of customers. It is sure that this principles can help all making decisions of manufactures with expected accident cost per a product accident and with total expected accident cost.

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해성점토의 강도특성에 대한 불확실성 분석 (Uncertainy Analysis of Shear Strength Characteristics of Marine Soils)

  • 이강운;채영수;윤길림;백세환
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2001년도 봄 학술발표회 논문집
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    • pp.215-222
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    • 2001
  • Uncertainty study of shear strength characteristics of the marine clays was carried out based ell In-situ tests and laboratory tests on tile south-east coastal region of the Korean peninsula. Theoretical analyses were studied using both tile spherical cavity expansion theory in finite soil mass and the strain path method to determine tile cone factor using the undrained shear strengths obtained by in-situ tests, and the empirical methods in accordance with the ultimate resistance theory were also discussed. Analysis show that the empirical methods suggest more reasonable value than that of theoretical methods in terms of comparing the cone factor estimated using linear regression and frequency distribution analyses. The cone factors obtained by the empirical methods are 18, 15, and 6 respectively, from the results of total cone resistance, effective cone resistance, and excess porewater cone resistance method, and the estimated were similar to those of previous researcher's.

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Computational Challenges for Integrative Genomics

  • Kim, Junhyong;Magwene, Paul
    • Genomics & Informatics
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    • 제2권1호
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    • pp.7-18
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    • 2004
  • Integrated genomics refers to the use of large-scale, systematically collected data from various sources to address biological and biomedical problems. A critical ingredient to a successful research program in integrated genomics is the establishment of an effective computational infrastructure. In this review, we suggest that the computational infrastructure challenges include developing tools for heterogeneous data organization and access, innovating techniques for combining the results of different analyses, and establishing a theoretical framework for integrating biological and quantitative models. For each of the three areas - data integration, analyses integration, and model integration - we review some of the current progress and suggest new topics of research. We argue that the primary computational challenges lie in developing sound theoretical foundations for understanding the genome rather than simply the development of algorithms and programs.