• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2009년도 하계학술발표대회 논문집
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• pp.208-211
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• 2009

To reduce the peak demand the promotion of gas cooling(absorption chillers and GHPs) is required. In this study the effect of electric power peak-cut has been analyzed using two methods. One is based on monthly LNG consumption data and the other is using the gas cooling capacity installed. Both methods agreed well with each other within the uncertainty of 20%. It was found that the gas cooling had the peak cut effect of 1,500-2,000 MW for recent 5 years (2003 - 2007). The ratio of gas cooling to the whole cooling demand was 12-15%, which is needed to be increased.

• Journal of Biosystems Engineering
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• 제20권1호
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• pp.22-35
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• 1995

Pepper is the most important horticultural plant in Korean farm. Pepper harvesting has been known to be the most difficult process in pepper cultivation so that demand for mechanization is strong. In a research to develop a pepper harvesting machine performance and capacity of the harvester should be determined based on both economical feasibility and machine design concept. In order to accomplish an economical analysis of the pepper harvester, a mathematical model for comparing manual harvesting cost to machine harvest cost was developed. Validity of the model depends on the data used in the model. Economical information for the model variables was acquired from the result of farm survey on pepper cultivation technique and economics of pepper farmer. Technical information on pepper harvester were also collected through literature review and analyzed. Based on the economical analysis and synthesis of the technical information on pepper harvesters, its performance and capacity were determined. The operating performances of the harvester such as cutting, conveying, flipping, pepper removing and post-processing (sorting) were determined. Daisy capacity of the machine was determined to be 0.41 ha. A pepper harvester with the suggested capacity was economically feasible if the price of pepper harvester, pepper recovery ratio and service life of harvester were about 6 million won, 80%, and 4 years, respectively.

• 한국전산구조공학회논문집
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• 제24권6호
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• pp.629-636
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• 2011

최근 들어 여러 테러에 의한 폭발사건에서 유발된 위험상황에서 보듯이 폭발에 의한 인명피해나 시설물의 손상은 우리가 고려하는 재해수준을 넘는 비참한 결과를 항상 수반한다. 하지만 폭발에 대한 구조물의 설계는 그 연구나 대책이 상당히 미비한 실정이다. 이에 미국건물설계기준(UBC94)을 바탕으로 내진설계(Welded Moment Resistant Frame)된 10층 건물의 폭발에 대한 해석적 모델을 제공하고자 한다. 현재 폭발하중의 정량적인 결과는 미국 육군(U.S.Department of Army)에서 개발된 경험적 방법에 기반을 둔 프로그램을 통해 폭간거리에 따른 하중의 크기와 분포를 알 수 있다. 본 연구에 사용된 폭원의 성격은 반구형 표면 폭발(Hemispherical Surface Burst)의 경우를 사용하였으며, 또한 선형 및 비선형 시간 이력해석을 통해 건물의 변위, 상대변위, 요구/수행비 및 비선형 거동에 대한 해석적 결과를 제공하였다. 또한 현재 사용되고 있는 내진기준(FEMA356)에 적용하여 소성힌지의 거동을 통해 폭발에 대한 건물의 성능수준을 예상하였다.

• Earthquakes and Structures
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• 제14권2호
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• pp.167-178
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• 2018

A roller compacted concrete (RCC) dam should be analyzed under seismic ground motions for different conditions such as empty reservoir and full reservoir conditions. This study presents three-dimensional earthquake response and performance of a RCC dam considering materially non-linearity. For this purpose, Cine RCC dam constructed in Aydın, Turkey, is selected in applications. The three-dimensional finite element model of Cine RCC dam is obtained using ANSYS software. The Drucker-Prager material model is considered in the materially nonlinear time history analyses for concrete and foundation rock. Furthermore, hydrodynamic effect was investigated in linear and non-linear dynamic analyses. Researchers observe that how the tensile and compressive stresses change by hydrodynamic pressure effect. The hydrodynamic pressure of the reservoir water is modeled with the fluid finite elements based on the Lagrangian approach. In this study, dam body and foundation are modeled with welded contact. The displacements and principle stress components obtained from the linear and non-linear analyses with and without reservoir water are compared each other. Principle stresses during earthquake were obtained at the most critical point in the upstream face of dam body. Besides, the change of displacements and stresses by crest length were investigated. Moreover demand-capacity ratio criteria were also studied under linear dynamic and nonlinear analysis. Earthquake performance analyses were carried out for different cases and evaluated. According to linear and nonlinear analysis, hydrodynamic water effect is obvious in full reservoir situation. On the other hand, higher tensile stresses were observed in linear analyses and then non-linear analyses were performed and compared with each other.

• 대한교통학회지
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• 제33권2호
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• pp.145-158
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• 2015

네트워크 경쟁력은 항공산업 본연의 경쟁력으로, 잠재수요를 확보한 목적지에 신규노선을 개설하는 것은 네트워크 경쟁력을 강화하기 위한 대표적인 방법이다. 최근 들어 공항당국을 중심으로 신규항공사를 유치하고 노선을 증설하며 운항을 증편하는 활동이 활발해지고 있는 추세이며, 이에 따라 유발수요를 추정하는 방법에 대한 필요성이 증대하고 있다. 따라서 본 연구는 신규노선을 개설하는 경우 수요 예측에 대한 모델을 제안한다. 선행 연구 검토를 통해 유발 수요를 네 가지 유형, 즉 직항, 이원, 배후 및 브리지 수요로 구분하였으며, 수요 유형별로 통계적으로 유의한 설명변수를 선정하였다. 거리, 주변 공항 대비 상대적 용량 및 우회도가 주요 독립변수로 검토되었고, 인천공항의 사례를 중심으로 이 독립변수들과 통계적으로 유의한 계수값을 도출하여 신규 노선 개설 시 유발 수요를 예측하기 위한 모델을 제안하였다. 본 연구가 항공관련 기관들이 신규 항공 노선을 개발관련 연구를 촉진시키는 계기가 되기를 기대해 본다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2006년도 정기 학술대회 논문집
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• pp.741-748
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• 2006

Seismic performance evaluation was conducted for four wind-designed concentrically braced steel highrise buildings in order to check the feasibility of designing steel highrise buildings per elastic seismic design criterion (or strength and stiffness solution) in the regions of strong wind and moderate seismicity. The pushover analysis results revealed that the wind-designed highrise buildings possess significantly increased elastic seismic capacity due to the overstrength resulting from the wind serviceability criterion. The strength demand-to-capacity study showed that, due to the wind-induced overstrength, highrise buildings with a slenderness ratio of larger than four or five can withstand elastically even the maximum considered earthquake at the performance level of immediate occupancy. Based on the analytical results of this study, practical elastic seismic design procedure for steel highrise buildings in the regions of moderate seismicity is proposed.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2000년도 하계학술대회 논문집 C
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• pp.1903-1905
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• 2000

Power transformers have a tendency of ultra-high voltage capacity as power demand increases day after day KEPCO also will have plan to supply transmission power from 345KV to 765KV in the early of 2000. Therefore, the fault by insulation destruction gives rise to large area of power failure in huge capacity transformers. On-line predictive diagnostics is very important in power transformers because of economic loss and its spreading effect. This study presents the algorithm for transformer oil analysis used KEPCO code, IEC code, gas pattern method and Dornenburg & Roger Ratio method. We also describe the MMI display of expert system programmed by Element Expert Tool(Neuron Data Inc.).

• Computers and Concrete
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• 제2권5호
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• pp.367-380
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• 2005

Recent earthquakes have shown that many of existing buildings in Iran sustain heavy damage due to defective seismic details. To assess vulnerability of one common type of buildings, which consists of low rise framed concrete structures, three defective and three standard columns have been tested under reversed cyclic load. The substandard specimens suffered in average 37% loss of strength and 45% loss of energy dissipation capacity relative to standard specimens, and this was mainly due to less lateral and longitudinal reinforcement and insufficient sectional dimensions. A relationship has been developed to introduce variation of plastic length under increasing displacement amplitude. At ultimate state, the length of plastic hinge is almost equal to full depth of section. Using calibrated hysteresis models, the response of different specimens under two earthquakes has been analyzed. The analysis indicated that the ratio between displacement demand and capacity of standard specimens is about unity and that of deficient ones is about 1.7.

• Steel and Composite Structures
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• 제25권5호
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• pp.617-624
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• 2017

In this study, a new empirical method is presented to obtain Dynamic Increase Factor (DIF) in nonlinear static analysis of structures against sudden removal of a gravity load-bearing element. In this method, DIF is defined as a function of minimum ratio of difference between maximum moment capacity ($M_u$) and moment demand ($M_d$) to plastic moment capacity ($M_p$) under unamplified gravity loads of elements. This function determines the residual strength of a damaged building before amplified gravity loads. For each column removal location, a nonlinear dynamic analysis and a step-by-step nonlinear static analysis are carried out and the modified empirical DIF formulas are derived, which correspond to the ratio min $[(M_u-M_d)/M_p]$ of beams in the bays immediately adjacent to the removed column, and at all floors above it. Therefore, the new DIF can be used with nonlinear static analysis instead of nonlinear dynamic analysis to assess the progressive collapse potential of a moment frame structure. The proposed DIF formulas can estimate the real residual strength of a structure based on critical member.

• 콘크리트학회논문집
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• 제15권6호
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• pp.877-887
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• 2003

구조벽의 성능에 기초한 내진설계를 위해서는 변형요구량을 만족시킬 수 있도록 구조벽의 횡보강 길이 및 보강상세를 결정하는 합리적인 설계 방법이 필요하다. 이를 위하여, 다양한 설계변수를 고려하여 단부 횡보강된 구조벽의 최대곡률성능을 정의하였고 벽체의 형상, 설계변위에 따른 곡률요구량을 정의하였다. 벽체의 곡률성능과 요구량을 등가로 하여 벽체 단부의 횡보강길이를 산정할 수 있는 방법을 제안하였다. 본 방법에 의하면 단부횡보강길이는 압축력과 설계변위가 증가하면 늘어나고 콘크리트 강도, 벽체두께, 횡보강효과, 형상비가 커지면 줄어든다. 또한 효율적인 단부 횡보강 효과와 시공성을 확보하기 위해서 단부 횡보강상세에 대한 연구를 수행하였으며 이 연구결과를 근거로 효율적인 횡보강근의 배치간격에 대한 합리적인 지침을 제안하였다.