• 대한기계학회논문집
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• 제13권4호
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• pp.563-571
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• 1989

본 연구에서는 이들 무시된 영향을 고려하여 하중작용점에서의 하중분포계수 를 구하여, 이 하중분포계수에 의해 위치에 따라 실제와 가까운 하중을 가하므로서 보다 엄밀한 판의 해석을 할 수 있도록 제시하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.784-791
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• 2008

In this study, we recognized about application of the load distribution factor for design of tunnel in 3D numerical analysis. Generally, load distribution factor of tunnel is applied to describe 3D arching effect that can not describe when 2D numerical analysis. Through result of 3D numerical analysis, we used to apply in numerical analysis for the load distribution factor that ratio of finally displacement to displacement of construction step. But 3D numerical analysis need to apply to load distribution factor for convenience of numerical analysis. Therefore, we proposed load distribution factor that reduce time and coast. It corrected variable of advanced length in load distribution factor of 3D numerical analysis.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2002년도 추계학술대회 논문집 전력기술부문
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• pp.41-43
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• 2002

The contracted electric power and the demand factor of customers are used to predict the peak load in distribution transformers. The conventional demand factor was determined more than ten years ago. The contracted electric power and power demand have been increased. Therefore, we need to prepare the novel demand factor that appropriates at present. In this paper, we modify the demand factor to improve the peak load prediction of distribution transformers. To modify the demand factor, we utilize the 169 data acquisition devices for sample distribution transformers in winter, spring summer. And, the peak load currents were measured by the case studies using the actual load data, through which we verified that the proposed demand factors were correct than the conventional factors. A newly demand factor will be used to predict the peak load of distribution transformers.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2002년도 하계학술대회 논문집 A
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• pp.530-532
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• 2002

The contracted electric power and the demand factor of customers are used to predict the peak load in distribution transformers. The conventional demand factor was determined more than ten years ago. The contracted electric power and power demand have been increased. Therefore, we need to prepare the novel demand factor that appropriates at present. In this paper, we modify the demand factor to improve the peak load prediction of distribution transformers. To modify the demand factor, we utilize the 169 data acquisition devices for sample distribution transformers. The peak load currents were measured by the case studies using the actual load data, through which we verified that the proposed demand factors were correct than the conventional factors. A newly demand factor will be used to predict the peak load of distribution transformers.

• 한국방재학회 논문집
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• 제5권1호
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• pp.33-43
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• 2005

한국 도로교 설계기준과 AASHTO Standard 설계규준에 규정된 판형교의 윤하중분배계수는 사각의 영향을 고려하지 못하고 있으며, 이에 대한 연구는 매우 미흡한 실정이다. 본 연구에서는 검증된 유한요소해석모델을 이용, 다양한 변수를 고려한 구조해석을 통하여 강판형 사교에 대한 하중분배계수식의 제안을 목적으로 한다. 판형교의 유한요소모델은 현장실험과의 비교분석을 통해 선택되었으며, 이를 이용하여 강판형사교의 유한요소해석을 수행하였다. 연구결과 지간은 다른 변수들에 비해 윤하중분배계수에 미치는 영향이 작았고, 가로보와 브레이싱을 사교격자 구조로 설치할 경우 내측거더에서는 하중분배가 향상되며, 브레이싱 타입이 보다 유리한 것으로 밝혀졌다. 또한 해석결과를 바탕으로 회귀분석을 통해서 윤하중분배계수식을 제시하였고, 기존식과 비교검토하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제9권1호
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• pp.293-303
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• 2005

한국 도로교 설계기준과 AASHTO Standard 설계규준에 규정된 판형교의 윤하중분배계수는 사각의 영향을 고려하지 못하고 있으며, 이에 대한 연구는 매우 미흡한 실정이다. 본 연구에서는 검증된 유한요소해석 모델을 이용, 다양한 변수를 고려한 구조해석을 통하여 강판형 사교에 대한 하중분배계수식의 제안을 목적으로 한다. 판형교의 유한요소모델은 현장실험과의 비교분석을 통해 선택되었으며, 이를 이용하여 강판형사교의 유한요소해석을 수행하였다. 연구결과 지간은 다른 변수들에 비해 윤하중분배계수에 미치는 영향이 작았고, 가로보와 브레이싱을 사교격자 구조로 설치할 경우 내측거더에서는 하중분배가 향상되며, 브레이싱 타입이 보다 유리한 것으로 밝혀졌다. 또한 해석결과를 바탕으로 회귀분석을 통해서 윤하중분배계수식을 제시하였고, 기존식과 비교검토하였다.

• KIEE International Transactions on Power Engineering
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• 제5A권2호
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• pp.109-115
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• 2005

Recently, the needs and concerns regarding power loss have been increasing according to energy conservation at the level of the national policies and the business strategies of power utilities. In particular, the issue of power loss is the main factor for determining rates for electrical consumption in the deregulation of the electrical industry. However, because of the lack of management for power loss load factors (LLF) it is difficult to make a calculation for power loss and to make a decision concerning the electric rates. Furthermore, loss factor (k-factor) in Korea, which is of primary significance in the calculation of distribution power loss, has been used as a fixed value of 0.32 since the fiscal year 1973. Therefore, this study presents the statistical calculation methods of the loss factors classified by load types and seasons by using the practical data of 65 primary feeders that have been selected by appropriate procedures. Based on the above, the algorithms and methods, as well as the optimal method of the distribution loss management classified by facilities such as primary feeders, distribution transformers and secondary feeders is presented. The simulation results demonstrate the effectiveness and usefulness of the proposed methods.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2003년도 추계학술대회 논문집 전력기술부문
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• pp.450-453
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• 2003

This paper presents the estimation on Load Characteristic Factor(k) which is considered to load pattern and seasonal characteristic of consumer. We can calculate the loss of distribution networks through the equation composing of Load Factor(LF), Loss Load Factor(LLF) and load characteristic factor(k). This equation is similar to the method of Regulator-General Victoria, Australia. Generally, the conventional method for calculating the distribution losses uses k with a constant value from 0.1 to 0.3. However, the k which is a relationship between LF and LLF can be varied by load pattern and seasonal characteristics. It is necessary to estimate the k according to load characteristics. This paper shows the result for recalculating k using the KEPCO's SOMAS data measured in distribution networks.

• 전기학회논문지P
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• 제55권2호
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• pp.67-72
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• 2006

Most of the load distributions in low voltage power feeder distribution systems are designed with approximately balanced and connected at the three phase four wire systems. However, in the user power distribution systems, most of the loads are single & three phase and unbalanced, generating load unbalance. Load unbalance factor is mainly affected by the impedance of load system. Unbalanced current will draw a highly unbalanced voltage. This paper presents a new calculation method for unbalance factor under the load variation at the three phase four wire system. Load unbalance factor is measured by the power quality measurement apparatus and compared with the current unbalance factor. Two methods are indicated similar results.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(II)
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• pp.411-416
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• 2003

On the tunnel design, 3D model substituted for 2D model because of economic reason and time shortage. It is applied Load Distribution Factor, which is compared of displacement of tunnel crown, generally 50-25-25, 40-30-30 are used for tunnel design. Logicality about used Load Distribution Factor will investigated