• 생물환경조절학회지
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• 제13권4호
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• pp.209-216
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• 2004

본 연구에서는 폐쇄형 식물 생산시스템 내에서 생체정보에 의한 최적 환경제어와 식물의 환경스트레스 판단을 위하여 엽록소형광 분석법으로 광합성효율 모델을 만들었으며, 광합성효율 모델에 유전알고리즘을 적용하여 재배환경 최적화 프로그램의 응용성을 평가하였다. 6가지 미기상 요인 중 5가지는 고정하고 1가지씩만 변화시켜 가며 측정한 Fv'/Fm'이 최대가 되는 환경조건은 기온 $21^{\circ}C,\;CO_2$농도 $1,200\~1,400ppm$, 상대습도 $68\%$, 기류속도 $1.4m{\cdot}s^{-1}$, 배양액온도 $20^{\circ}C$이었으며 PPF가 $140{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$ 보다 증가할수록 광합성 효율은 감소하였다. 광합성효율모델의 오차는 평균 $2.5\%$였다. 재배환경 최적화 프로그램으로부터 계산된 밀폐형식물 생산시스템내에서 상추의 최적재배환경조건은 기온 $22^{\circ}C$, 배양액온도 $19^{\circ}C,\;CO_2$농도 1,400ppm, 기류속도 $1.0m{\cdot}s^{-1}$, PPF $430{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$, 상대습도 $65\%$이다. 이상의 연구 결과로부터 광합성 효율 모델을 이용하여 식물 생산시설의 환경모니터링 시스템과 식물 생체정보에 의한 최적제어시스템의 개발이 가능함을 확인하였다.

• 한국환경농학회지
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• 제11권3호
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• pp.243-252
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• 1992

금속-유기리간드 착염형성반응을 이용한 중금속 제거 방법을 연구하기 위하여, 리간드의 종류 및 농도가 침전형성량에 미치는 영향을 알아보았다. 부식산의 처리농도 증가는 금속과의 복합체 형성을 통해 Cu, Pb의 제거효율을 높였으나, 부식산의 일정 농도에서 최대의 침전형성을 보였다. 최대의 침전을 형성할 수 있는 부식산의 농도는 Cu의 경우 $53{\sim}289$, Pb의 경우 $42{\sim}315mgC/L$로 비슷한 수준이었으나. 제거 효율은 금속을 $200{\sim}1000{\mu}\;M$ 처리시 Cu가 $13{\sim}65%$인데 반해, Pb은 $70{\sim}95%$로 높았다. l00mg의 부식산으로 제거할 수 있는 최대량은 Cu가 7.5mg($11.8{\mu}\;mol$)이었고, Pb은 34.1mg($16.5{\mu}\;mol$) 정도였다. 훌브산의 농도와 중금속과의 복합체형성의 관계는 Cu는 Freundlich model에 Pb는 Langmuir model에 유의성있게 부합되었다. 훌브산은 용액중의 Pb을 거의 100% 제거할 수 있었으나 Cu의 제거효율은 $13{\sim}29%$에 불과했다. 중금속 제거효율을 비교해 볼때. 부식산, 훌브산 모두는 Cu보다는 Pb를 효율적으로 제거 하였다. 유기리간드의 종류를 비교해 볼때 Cu의 경우 부식산, Pb의 경우 훌브산에 의한 제거효율이 유의성있게 높았다. 실험결과를 통해, 중금속-리간드 복합체형성반응은 유기리간드의 종류, 농도, 중금속의 종류에 따라 다르며, 복합체 형성 후 분리방법 등에 관한 연구 보완이 이뤄진다면, 유기리간드를 이용하여 수용액으로부터 중금속을 제거할 수 있는 가능성은 크다고 사료된다.

• Journal of Astronomy and Space Sciences
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• 제20권4호
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• pp.283-298
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• 2003

2001년 사자자리 유성우는 수십년 이래 최대 빈도로 많은 유성이 발생하여 전세계적으로 관측되며 많은 관심을 불러 일으켰다. 특히 유성우 극대기 시간이 동아시아의 11월 19일 새벽으로, 달의 위상과 보현산의 날씨가 관측하기에 최적인 조건을 보였다. 본 논문은 보현산 천문대에 고층대기 관측용으로 설치된 전천 카메라를 이용해서 유성우 극대기가 예측된 2001년 11월 19일 01:00∼05:40(KST)동안 관측한68장의 전천 화상을 분석하였다. 이 기간 동안 전천 화상에 모두 172개의 유성이 기록되었다. 이 관측 개수에 International Meteor Organization에 육안 관측으로 보고된 천정 시간율(Zenith Hourly Rate, ZHR), 3000과 등급 분포 지수, 2를 적용하면, 전천 화상에 나타난 유성의 한계 등급이 약 3등급으로 추정된다. 이 중 화상 밝기가 분명한 83개의 유성에 대해 근처 표준성의 자기와 비교하여 등급을 결정하였다. 이 때 유성 통과 시간의 계산에 필요한 유성의 각속도는 유성 진입의 기하학적 성질을 이용하여 유성과 사자자리 방사점과의 사이각을 변수로 하는 간단한 식으로 유도하였다. 이렇게 결정된 83개의 유성이 -1∼-6등급 사이에 분포하며, -3등급 근처에서 최대를 보인다. 그러나 이 등급 분포는 육안 관측과 비교하여 추정한 전천 카메라의 한계 등급보다 상당히 작은(밝은) 범위에 있다. 이런 차이는 순간적인 육안 관측과 노출시간이 긴 CCD 관측과의 특성 차이에 기인하는 것으로 판단된다. 이 특성 차이를 분석하기 위해 육안 관측과 합치하도록 유성 지속 시간을 조절 변수로 하여 등급을 재결정하였다. 재결정된 등급의 상대적 분포는 원리적으로 결정한 등급 분포와 유사하며, 약 0등급 근처에서 최대를 가진다. 이 상대 분포는 육안 관측에 민감한, 희미한(1∼6등급)유성들이 등급이 감소함에 따라 일률적으로 개수가 감소하는 것과는 상당히 다른 분포이다. 따라서 우리의 관측 결과는 2001년 사자자리 유성우의 극대 시간 전후 2시간에 적어도 0등급 이하의 밝은 유성이 상대적으로 많이 발생하였을 것으로 해석된다. 이런 밝은 유성의 빈도는 유성우 특성 연구에 중요한 의미를 가진다. 그러나 표준성만을 이용해 결정된 유성 등급은 유성의 지속 시간에 대한 불확실성과 전천 카메라 감응도의 비선형성에 의한 불확실성을 내포하고 있음을 지적해 둔다.

• 한국중재학회지:중재연구
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• 제19권2호
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• pp.3-26
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• 2009

This paper is to research on the role of party autonomy in the decision of applicable law for the arbitral proceeding, arbitral award and arbitration agreement, in the decision of the place of arbitration, in the composition of arbitration tribunal, and the choice of arbitral proceedings. The principle of party autonomy is fundamental to arbitration in general and to international arbitration in particular. Generally the tenn of party autonomy is used as the autonomy of the parties to decide all aspects of an arbitration procedure subject only to certain limitations of mandatory law. Party autonomy permits the parties to a commercial arbitration to choose the laws and make the rules which govern the arbitral proceedings. Party autonomy allows the parties freedom to choose the applicable laws for the arbitral proceeding and the place of arbitration. Party autonomy is recognized in relation to the choice of law for the merits of the dispute as well as for the arbitration agreement and the arbitration procedure. On the basis of the recognition of party autonomy in international treaties, national legislation and court decisions, arbitral practice has generally accepted and enforced party autonomy both regarding the procedure and the applicable substantive law. All modern institutional rules of arbitration follow that line. Today it is recognized by national legislators all over the world to the effect that the jurisdiction of national courts can be excluded by arbitration agreement and that the parties may choose the law applicable to arbitral proceedings. Limits on party autonomy are imposed by mandatory provisions of international or national law or of institutional arbitration rules regarding the procedure. Mandatory laws at the place of the arbitration or under any procedural law chosen by the parties may restrict party autonomy. These mandatory laws usually take the form of public policy considerations in the arbitration. Limitations on party autonomy have been reduced more and more, and the trend of modern national as well as international legislation on arbitration leans clearly in the direction of a maximum of party autonomy.

• 한국농공학회논문집
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• 제63권6호
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• pp.17-26
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• 2021

Greenhouses have been damaged due to the uplift pressure from strong wind, for which rebar piles are often installed near the greenhouse to resist the pressure. For the effective design of rebar piles, it is necessary to access the shear strength of soil on which the greenhouse is constructed. This study experimentally evaluates the shear strength of the soil beneath the greenhouse. Four soil samples were collected from four agricultural sites, and prepared for testing with 75, 80, 85, and 90% compaction rates. One-dimensional unconfined compression test (UC), consolidated-undrained triaxial test (CU), and resonant column test (RC) were performed for the evaluation of shear strength and shear modulus. Generally, the higher shear strength and modulus were observed with the higher compaction rates. In particular, the UC shear strength increases with the increase of #200 sieve passing rate. Resulting from the CU test, the sample with the most of coarse soil had the highest friction angle, but the variation is small among samples. Resulting from the CU and RC tests, the ratio of maximum shear modulus with the major principle stress at failure was the higher at the finer soil. The ratio was two to three times greater than the ratio from the standard sand. This indicates that the shear strength is lower for the fine soil than the coarse soil at the same shear modulus. The results of this study will be a useful resource for the estimation of the pull-out strength of the rebar pile against the uplift pressure.

• Structural Engineering and Mechanics
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• 제35권6호
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• pp.677-697
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• 2010

This paper focuses on geometrically non-linear static analysis of a simply supported beam made of hyperelastic material subjected to a non-follower transversal uniformly distributed load. As it is known, the line of action of follower forces is affected by the deformation of the elastic system on which they act and therefore such forces are non-conservative. The material of the beam is assumed as isotropic and hyperelastic. Two types of simply supported beams are considered which have the following boundary conditions: 1) There is a pin at left end and a roller at right end of the beam (pinned-rolled beam). 2) Both ends of the beam are supported by pins (pinned-pinned beam). In this study, finite element model of the beam is constructed by using total Lagrangian finite element model of two dimensional continuum for a twelve-node quadratic element. The considered highly non-linear problem is solved by using incremental displacement-based finite element method in conjunction with Newton-Raphson iteration method. In order to use the solution procedures of Newton-Raphson type, there is need to linearized equilibrium equations, which can be achieved through the linearization of the principle of virtual work in its continuum form. In the study, the effect of the large deflections and rotations on the displacements and the normal stress and the shear stress distributions through the thickness of the beam is investigated in detail. It is known that in the failure analysis, the most important quantities are the principal normal stresses and the maximum shear stress. Therefore these stresses are investigated in detail. The convergence studies are performed for various numbers of finite elements. The effects of the geometric non-linearity and pinned-pinned and pinned-rolled support conditions on the displacements and on the stresses are investigated. By using a twelve-node quadratic element, the free boundary conditions are satisfied and very good stress diagrams are obtained. Also, some of the results of the total Lagrangian finite element model of two dimensional continuum for a twelve-node quadratic element are compared with the results of SAP2000 packet program. Numerical results show that geometrical nonlinearity plays very important role in the static responses of the beam.

• Steel and Composite Structures
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• 제30권2호
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• pp.109-121
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• 2019

This paper presents the second part of the modeling for the strap combined footings, this part shows a mathematical model for design of strap combined footings subject to axial load and moments in two directions to each column considering the soil real pressure acting on the contact surface of the footing for one and/or two property lines of sides opposite restricted, the pressure is presented in terms of an axial load, moment around the axis "X" and moment around the axis "Y" to each column, and the methodology is developed using the principle that the derived of the moment is the shear force. The first part shows the optimal contact surface for the strap combined footings to obtain the most economical dimensioning on the soil (optimal area). The classic model considers an axial load and a moment around the axis "X" (transverse axis) applied to each column, i.e., the resultant force from the applied loads is located on the axis "Y" (longitudinal axis), and its position must match with the geometric center of the footing, and when the axial load and moments in two directions are presented, the maximum pressure and uniform applied throughout the contact surface of the footing is considered the same. A numerical example is presented to obtain the design of strap combined footings subject to an axial load and moments in two directions applied to each column. The mathematical approach suggested in this paper produces results that have a tangible accuracy for all problems and it can also be used for rectangular and T-shaped combined footings.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2005년도 ICCAS
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• pp.1867-1870
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• 2005

The celestial navigation is one of alternatives to GPS system and can be used as a backup of GPS. In the celestial navigation system using more than two star trackers, the vehicle's ground position can be solved based on the star trackers' attitude information if the vehicle's local vertical or horizontal angle is given. In order to determine accurate ground position of flight vehicle, the high accurate local vertical angle measurement is one of the most important factors for navigation performance. In this paper, the Earth geophysical deflection was analyzed in the assumption of using the modern electrolyte tilt sensor as a local vertical sensor for celestial navigation system. According to the tilt sensor principle, the sensor measures the tilt angle from gravity direction which depends on the Earth geoid surface at a given position. In order to determine the local vertical angle from tilt sensor measurement, the relationship between the direction of gravity and the direction of the Earth center should be analyzed. Using a precision orbit determination software which includes the JGM-3 Earth geoid model, the direction of the Earth center and the direction of gravity are extracted and analyzed. Appling vector inner product and cross product to the both extracted vectors, the magnitude and phase of deflection angle between the direction of gravity and the direction of the Earth center are achieved successfully. And the result shows that the angle differences vary as a function of latitude and altitude. The maximum 0.094$^{circ}$angle difference occurs at 45$^{circ}$latitude in case of 1000 Km altitude condition.

• 농촌의학ㆍ지역보건
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• 제16권2호
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• pp.179-194
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• 1991

Despite its universal coverage of health insurance, the rural health insurance program(RHIP) stands at the crossroads in Korea. The RHIP has weaknesses in stability of financing, problems of inequities in the provision of health services and has suffered from high cost of running the program. The author has analyzed these problems from the perspective of health insurance policy and presented several options for improvement. First of all, this study urged the importance of a firm Governmental commitment of RHIP with the 50% subsidization of contributions as the Government had promised, instead of the current 40%. This can be justified from the 20% subsidization by the Government for the contributions of private school teachers and their dependents, who belong to richer segments of the population. Second, various cost containment measures ought to be sought curbing the rising demand for medical through strengthening health education and increasing individual responsibility, and tightening the claim review process. Third, this study requires the Government to run a demonstration project on the introduction of case payment system for primary health care. Fourth introducing an income-related cost sharing scheme is another possibility. Reforming the cost sharing formula for large medical expenditures is recommendable for a beginning. This measure can take the form of tax credit for medical expenditures of the poor. Fifth, the degree of financial adjustment among health insurance plans should be levelled up for enhancing stability of RHIP and social solidarity. Sixth, health policy should be redirected toward development of rural health resources and higher priority should be put on relieving difficulties in access to care. Seventh. the insurance plan owned-hospital needs to be developed or provision of health services in the medically underserved areas, and the need of such facilities is particularly acute for geriatric care, rehabilitation and renal dialysis, etc. Eighth, more generous insurance benefits are required of the elderly who are suffering the most : elimination of the maximum 180 days of benefit period and provision of glasses and artificial dentures, etc. Ninth. the economies of scale principle is working for the operating expenses of regional self-employed insurance plan. Thus, measures should be instituted to pursue an optimum size of health insurance plans. Lastly, excessive dependence on exclusion items is an evil so that some radical remedies are urgently required to cut them.

• International Journal of Fluid Machinery and Systems
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• 제6권2호
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• pp.105-112
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• 2013

The application of contra-rotating rotors for higher specific speed pump has been proposed in our studies, which is in principle effective for reducing the rotational speed and/or the pump size under the same specification of conventional axial flow pump. In the previous experiments of our prototype, the cavitation inception at the tip region of the rear rotor rather than that of the front rotor and the strong potential interaction from the suction surface of the rear rotor blade to the pressure surface of the front one were observed, indicating the possibility to further improve the pump performance by optimizing rotational speed combination between the two rotors. The present research aims at the design of rear rotor with lower rotational speed. Considering the fact that the incoming flow velocity defects at the tip region of the rear rotor, an integrated inflow model of 'forced vortex' and 'free vortex' is employed. The variation of maximum camber location from hub to tip as well as other related considerations are also taken into account for further performance improvement. The ideas cited above are separately or comprehensively applied in the design of three types of rear rotor, which are subsequently simulated in ANSYS CFX to evaluate the related pump performance and therefore the whole low speed design idea. Finally, the experimental validation is carried out on one type to offer further proofs for the availability of the whole design method.