• 한국항공운항학회지
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• 제26권4호
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• pp.13-19
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• 2018

Master plan plans for new airports should estimate the approximate scale of the airside's moorings and terminals. The size of the pavilion can be determined by complex factors such as the operating hours of the operating company, the frequency of operation, and the aircraft class. Among them, the number of flights is calculated using the Horon-jeff equation because of the relationship between the number of flights and the time occupied by the mains. Since this estimation formula is a simplified formula, it is necessary to verify the appropriateness of the method of estimating the scale and to suggest improvement directions. Therefore, in this study, we propose a method of estimating the size of the western flags by investigating and analyzing the main airports of overseas airports to determine whether the application of the Horon-jeff formula is appropriate.

• Geomechanics and Engineering
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• 제30권6호
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• pp.503-515
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• 2022

The permeability coefficient is an essential parameter for the study of seepage flow in fractured rock mass. This paper discusses the feasibility and application value of using readily available RQD (rock quality index) data to estimate mine water inflow and grouting quantity. Firstly, the influence of different fracture frequencies on permeability in a unit area was explored by combining numerical simulation and experiment, and the relationship between fracture frequencies and pressure and flow velocity at the monitoring point in fractured rock mass was obtained. Then, the stochastic function generation program was used to establish the flow analysis model in fractured rock mass to explore the relationship between flow velocity, pressure and analyze the universal law between fracture frequency and permeability. The concepts of fracture width and connectivity are introduced to modify the permeability calculation formula and grouting formula. Finally, based on the on-site grouting water control example, the rock mass quality index is used to estimate the mine water inflow and the grouting quantity. The results show that it is feasible to estimate the fracture frequency and then calculate the permeability coefficient by RQD. The relationship between fracture frequency and RQD is in accordance with exponential function, and the relationship between structure surface frequency and permeability is also in accordance with exponential function. The calculation results are in good agreement with the field monitoring results, which verifies the rationality of the calculation method. The relationship between the rock mass RQD index and the rock mass permeability established in this paper can be used to invert the mechanical parameters of the rock mass or to judge the permeability and safety of the rock mass by using the mechanical parameters of the rock mass, which is of great significance to the prediction of mine water inflow and the safety evaluation of water inrush disaster management.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2004년도 ICCAS
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• pp.1744-1746
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• 2004

This paper focuses on the problem of asymptotic stabilization for time-delay systems. To this end, a memoryless state feedback controller is proposed. Then, based on the Lyapunov method, a delay-dependent stabilization criterion is devised by taking the relationship between the terms in the Leibniz-Newton formula into account. Certain free weighting matrices are used to express this relationship and linear matrix inequalities (LMIs)-based algorithm to design the controller stabilizing the system.

• Korean Journal of Hydrosciences
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• 제1권
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• pp.49-60
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• 1990

Manning's roughness factor to flow in sand-bed channels may be divided into the grain roughness factor nd the form roughness factor. The grain roughness factor may be dedermined by using Keulegan's formula. By using available experimental data, it was found there is a unique relationship between the form roughness and the hydraulic radius to sediment particle size ratio for a given value of the Froude number. The form roughness and the bed form may be determined by using this unique relationship. The technique for engineering applications of the results appears to be quite simple.

• 한국조경학회지
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• 제28권2호
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• pp.10-16
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• 2000

The purpose of this study is to identify relationships between a central angle and a radius of curvature of divided roads in flat terrain of traditional villages, suggesting layout criteria for traditional villages: Nak-an, Sung-Eup, Ha-Whe. This study is sought to find the optimum model through the various SAS regression analyses. a regression analysis of this data was adopted to induce the relationship formula between a central angle of curve and a radius of curvature. Results of this study are as follows: 1) Most of the divided roads in traditional villages have a complex curve rather than a simple curve. 2) A central angle of curve has ranged from 11$^{\circ}$to 127$^{\circ}$, with a mean degree of 63.9. 3) In the lower level of central angle(11-40$^{\circ}$), the branch roads have distributed with a high frequency, but with a low frequency in the higher level of central angle(90-140$^{\circ}$). 4) A radius of curvature in the divided roads has ranged from 0.9m to 59.6, but half of the roads have concentrated on 1-6m of the curvature. 5) Compared to the result of hilly villages in previous study(Ahn, 1999), value of central angels in flat villages is lower than that of hilly villages, while a mean value of the curvature is higher than that of hilly villages. 6) A Non-linear regression analysis, resulting from the SAS application, was useful method to induce a relationship formula between a central angle and a radius of curvature in the branch roads. Our study's formula is as follow: R=100.3*EXP(-0.06*$\delta$)+3.91. 7) Our study model has less error than that of the Kishizuka's method, being applicable to a broader range of the branch roads. 8) A minimum radius of curvature in our study has showed 3.9m, suggesting to reconsider applications of the Kishizuka's(5.8m) in the footpass design, In the study for this presupposition model the efficiency and utility of it can be estimated to grow large according to how much and how far it includes both extremes of data. This study is for the application to a design in future through the numerical formula of divided roads of various traditional villages. The studies from now on will be about the quasi-hilly quasi-hilly village and hilly village supplementing these factors more.

• 한국조경학회지
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• 제29권1호
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• pp.161-167
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• 2001

The purpose of this study is to find out the difference of Zoysia matrella's evaporation in between 100 percent soil and mixed soil with 50 percent of perlite to create green spaces on the artificial ground. It is believed that the weight against the artificial ground will be reduced, provided the vegetation is possible in the circumstance of the mixed sol with 50 percent of perlite. The study employed a modified Makkink's model by Iwasa who had developed the model for estimating Zoysia matrella's evaporation in the natural ground using the Makkink's formula in 1997 at Chiba University, Japan. The parameter of Makkink's formula is the solar radiation. For that reason, the Makkink's formula is simple and easy to measure the parameter and has a high utility. If the outcomes from mixed soil are close to modified Makkinks formula, the modified Makkink's formula will be applied to estimate in the artificial ground with mixed soil with 50 percent of perlite. Weather observation and actual amount of evaporation of Zoysia matrella have been measured, and the relation between weather condition and actual amount of evaporation had been also investigated. In line with this, we found out that there is a relevant relationship between daily average temperature, the modified Makkink's model by Iwasa, and the actual amount of evaporation. As the results of the experiment, the outcomes from mixed soil with 50 percent of perlite have very high relation to 100 percent soil. In addition, mixed soil has more adhesion with water than natural soil. However, it needs to be adequately maintained in terms of fertilization and damage from disease and harmful insects until the gras fastens its roots into the soil. By using mixed soil with 50 percent of perlite, the load from soil on the artificial ground can be reduced. The study on the growth of the grass throughout the plant vegetation and the actual amount of evaporation in the mixed soil with 50 percent of perlite should be performed in the future.

• 대한치과교정학회지
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• 제29권3호
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• pp.349-360
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• 1999

전치부 수직피개 (overbite)는 하악평면, 구개평면 또한 AB 평면의 경사도에 의해 결정된다는 사실이 구명되었으며, ODI (overbite depth indicator)는 overbite의 세 결정요인이라 할 수 있는 FMA, PPA FABA의 합으로 구성되는 것으로 분석되었다. 따라서 ODI와 세 결정요인들과의 상호관계를 기하학적으로 분석하여 그 관계계수를 산출하였다. ODI 정상수치를 나타내는 관계식에 산출된 관계계수를 대압하여 정리하면, ODI norm=$85^{\circ}-0.5PMA-( 1.08 - 0.01FMA)( FABA-81^{\circ})$라는 식이 도출된다. 이는 ODI 정상수치는 절대적 개념이 아니라 개개인의 골격형태에 의해 결정되는 상대적 개념으로 파악해야 함을 의미하는 것이다. 이렇게 산출한 ODI정상수치 (Individualized ODI norm)개념의 임상적 적용과 진단학적 의미에 대하여 구체적으로 논의하였다.

• 한국조사연구학회지:조사연구
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• 제7권2호
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• pp.1-38
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• 2006

한국인이 생각하는 행복의 구성요소를 파악하고, 이를 바탕으로 행복지수 공식을 개발하기 위해 FGI(6l명)와 설문조사(1,503명)를 실시하였다. 연구결과 16개의 행복요인이 도출되었고, 이들 요인을 Alderfer(1972)의 생존 관계 성장 욕구위계 이론에 따라 3요소로 재분류한 뒤, LISREL을 이용하여 측정 모형에 의한 가중치를 분석하였다. 그 결과, 한국인의 행복지수 공식은 '행복=2.5*생존+2.5*관계+5*성장'으로 나타났고, 공식에 따른 한국인의 행복점수는 평균 57.71로 나타났다. 성별로는 여성보다 남성이 더 행복하다고 지각하고 있었고, 연령대에 따른 차이는 나타나지 않았다. 지역별로 살펴보면 서울과 대전 지역이 다른 지역보다 행복한 것으로 나타났고, 경제수준에 따라서는 250만원을 기준으로 행복감에서의 두드러진 차이를 보였다. 또한 행복점수에 따라 상위 33%(즉, 행복하다고 느끼는 집단)와 하위 33%(즉, 불행하다고 느끼는 집단)을 구분하여 평균차이를 분석한 결과, 생존과 관계요소에서의 차이보다는 개인적이고 심리적인 요인인 성장요소에서 큰 점수 차이를 보였다. 따라서 생존 요소와 관계 요소보다는 성장요소가 한국인의 행복감 지각에 상대적으로 더 큰 영향을 미치고 있는 것으로 해석할 수 있다. 마지막으로 한국인의 행복을 위한 제언을 소개하였다.

• 한국지반공학회논문집
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• 제20권9호
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• pp.145-153
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• 2004

본 연구에서는 기존에 제안된 각 연구자들의 치환심도 산정식을 고찰하고, 이를 토대로 영향인자를 고려한 수정식을 제안하였으며, 제안된 수정식을 국내 대표적인 강제치환 시공 사례지역인 남해안 광양만일대(여천, 율촌, 광양)의 시공사례에 적용하여 국내지반에서의 적용성을 조사하여 보았다. 또한 지반조사 결과를 바탕으로 산정된 수정성토하중과 극한지지력의 관계로부터 수정지지력계수를 결정하였으며, 결정된 수정지지력계수를 적용하여 치환심도를 예측하였다. 그리고 율촌, 여천지역의 시공시 각 영향인자별 상관성 분석을 통한 상호관계를 유도함으로서 인접지역 또는 유사지 역에서 치환심도를 예측할 수 있는 경험적 인 치환심도 예측기법을 제안하였고, 제안된 경험식을 광양지 역에 적용한 결과 예측결과는 실제 치환심도와 매우 근사한 결과를 나타내었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.737-744
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• 2000

This paper resorts to rock mass rating and rock mass quality to draw value based on the evaluation of rock and to draw interrelation formula in relation to rock mass quality, A comparative analysis was given of survey values reported in the existing documents. This paper has tried to find out the relationship between RMR and Q System for the sake of choosing rational reinforcing patterns and of the safety of tunnels. The results run as follow: RMR=8.251n(Q)+43.83. This paper has also tried to find out the relationship between RMR and Q System by using Fuzzy Approximate Reasoning Concept. We suggest that those in charge should not depend on a single system only after evaluating the classification of rocks, and compare one result with another for the good of keeping track of the condition of base rocks in a better way.