• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
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• pp.241-244
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• 2006

In this paper, we suggest the high efficient control method based on general PI control law to control the refrigeration system of the ship effectively. In the variable speed refrigeration system, the capacity and the superheat are controlled by inverters and electronic expansion valves respectively for saving energy and improving cost performance. Thus, we propose decoupling model to eliminate the interfering at first. Next, we design PI controller to control capacity and superheat independently. Finally the control performance was investigated through some experiments. The experiments results show that the PI control design can obtain good control performance deal with the varied control reference and thermal load.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.583-588
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• 2007

For the purpose of optimum design of RC frame structures. pre-determined section database of column and beam are constructed and arranged in order of the resisting capacity. Then, regression equations representing the relation between section number and resisting capacity are derived. In advance. effective optimization algorithms which search optimized solution quickly using direct search method from these database are proposed. Moreover. the investigation for the applicability and effectiveness of the introduced design procedure is conducted through correlation study for example structures.

• 한국경영과학회지
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• 제31권1호
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• pp.1-13
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• 2006

In this paper we consider a design problem of a cyclic queueing network with two stages, each with a local buffer of limited capacity. Based on the theory of reversibility and product-form solution, we derive the throughput function of the network as a key performance measure to maximize. Two cases are considered. In case each stage consists of a single server, an optimal allocation policy of a given buffer capacity and work load between stages as well as the optimal number of customers is identified by exploiting the properties of the throughput function. In case each stage consists of multiple servers, the optimal policy developed for the single server case doesn't hold any more and an algorithm is developed to allocate with a small number of computations a given number of servers, buffer capacity as well as total work load and the total number of customers. The differences of the optimal policies between two cases and the implications of the results are also discussed. The results can be applied to support the design of certain manufacturing and computer/communication systems.

• 한국구조물진단유지관리공학회 논문집
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• 제5권3호
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• pp.141-152
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• 2001

This paper presents the evaluation of behavior and the prediction of tensile capacity of anchors that can cause a failure of the concrete on the basis of the design for anchorage. Tests of cast-in-place headed anchors, domestically manufactured and installed in uncracked and unreinforced concrete member are conducted to test the effected of embedment length and edge distance. The failure modes and the load-deformation responses of the anchors are discussed and then the concrete failure data are compared with capacities by the two present methods : the 45 degree cone method of ACI 349, 318 and the concrete capacity design (COD) method. Differences between the results by test and by two prediction methods are analyzed Finite Element Method (FEM).

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1999년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall
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• pp.305-312
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• 1999

A four-story reinforced concrete frame building model is designed for the gravity loads. only Static nonlinear pushover analyses are performed in two orthogonal horizontal directions. The overall capacity curves are converted into ADRS spectra and compared with demand spectra. At several points the deformed shape moment and shear distribution are calculated. It is observed that the seismic capacity may not meet the design requirements in soft soil condition and may collapse in MCE. It is concluded that limited but adequate amount of ductility need be provided in the seismic design in low to moderate seismicity regions.

• 한국물환경학회지
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• 제27권6호
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• pp.841-847
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• 2011

In this study, a method to determine the design capacities of nonpoint source (NPS) pollutant treatment facilities in urban areas was suggested. A facility capacity to treat 80 percent of total SS discharge was estimated by 2-year rainfall - runoff - build-up and wash-off simulation at Goonja drainage district in Seoul. For wash-off simulation, four wash-off models (EMC, RC, EXP, and Joo model) were used. As the results, 80 percent of total SS discharge could be treated with only 7.7~31.4% facility capacity of peak flow. The suggested method and results will provide a guideline to determine design capacities of NPS pollutant treatment facility in urban areas.

• 웰빙융합연구
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• 제5권4호
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• pp.11-17
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• 2022

Purpose: This study discusses how Indonesia's response to the Corona Virus Disease-19 pandemic based on the perspective of housing policy capacity which consists of resources, organizations, and networks, politics, systems, and finance. Research design, data and methodology: This study used a qualitative method through a literature review. Data collection techniques were carried out by searching various sources and literature related to housing capacity theory and various data on Indonesia's response to the Covid 19 pandemic. Based on a literature review, this study adapted and modified the five components of capacity, namely resource capacity, organizational and network capacity, political capacity, system capacity and financial capacity in Indonesia in responding to the Covid-19 pandemic. Data analysis used analytical themes which consist of understanding the data, generating initial codes, looking for themes, reviewing themes, defining and naming themes, producing of manuscripts. Results: The results show that the weakness of the system capacity greatly affects Indonesia's housing policy capacity in responding to the Covid-19 pandemic and on the other hand the five housing capacities are an integrated process within the housing policy framework in Indonesia, especially to overcome the Covid-19 pandemic. Conclusions: The findings of this study are the importance of building a system capacity that is directly integrated with housing policy and the strengthening of the resources capacity, organizations, and networks, politics, and finance in the context of Indonesia's housing policy, especially in dealing with the Covid-19 pandemic situation.

• 한국지반공학회논문집
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• 제35권12호
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• pp.69-89
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• 2019

사질토를 지나 풍화암에 4D 소켓된 매입 PHC말뚝에 대한 매개변수 수치해석 자료를 분석하여 지지력 표해 및 도해(I)이 제안된 바 있다(Choi et al., 2019a). 본 논문에서는 이를 활용하여 직경의 5% 침하량에서 발현되는 동원지지력을 산정할 수 있는 새로운 산정공식을 제안하였다. 제안식은 두 가지이며, 그 중에서 EQ-G1 제안식은 각각의 상대근입길이(L/D)에서 말뚝직경과 ${\bar{N}}$값(보정 N 값)을 고려하여 각 지지력 성분을 평가하며, 검증 결과는 다음과 같다. RQP는 약 71~94%로 나타났으며, 이는 일반 설계에서 사용하고 있는 지지력 산정공식으로 구한 SRF(26~37%)보다 큰 값을 나타냈다. RQP는 적정 설계의 범위로 분포하였는데, 4개 사례에서는 78, 136, 142, 180%로 나타났다. D_E는 β₁에 따라 달라질 수는 있는데, 본 연구에서는 0.85로 가정하였으므로 D_E는 약 85%로 나타났다. 따라서 본 연구에서 제안한 EQ-G1 제안식을 사용하여 PHC말뚝 몸체의 허용압축하중(P_all)까지 활용할 수 있는 적정설계를 수행할 수 있는 것으로 판단된다. 그리고 EQ-G2-3 제안식은 D, ${\bar{N}}$ 및 L/D를 동시에 고려하여 지지력 성분들을 평가할 수 있으며, 매입 PHC말뚝에서 지반의 압축지지력 산정 시 근사해법으로 활용할 수 있다.

• 한국해안·해양공학회논문집
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• 제22권3호
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• pp.156-162
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• 2010

중력식 안벽 및 방파제 등은 편심 경사하중에 지배받는 항만구조물으로서 구조물 설계시 신뢰성이론에 근거하여 지반지지력 산정에 필요한 부분안전계수를 평가하였다. 현재 항만 및 어항 설계기준(2005)에서는 구조물에 편심 경사하중이 작용하는 경우에 지반지지력을 간편 Bishop법 등에 의해 검토하도록 규정되어 있다. 이러한 설계규정은 설계자에게 지반의 허용지지력과 지반반력을 비교하는 방법으로 그동안 가장 많이 사용되어 왔다. 그러나, 지반반력에 의한 설계검토는 지지력 계산이 단순하고 편리하지만 지반의 허용지지력이 현장의 지반물성에 따라 변화하지만 단일수치로 결정하여 설계하므로 이러한 지반특성을 설계에 반영하지 못한다는 큰 문제점이 있었다. 그래서 본 논문에서는 간편 Bishop법에 의하여 Level 1 신뢰성해석이 가능하도록 각각의 설계변수에 대한 부분안전계수를 결정하였다. 이를 위해서 신뢰성 이론인 일계신뢰도법(FOSM)을 통하여 신뢰도지수와 민감도지수를 추정하고 각각의 확률변수의 변동성도 고려하였다. 마지막으로는 연구결과에서 결정된 부분안전계수를 선진국의 설계기준에서 제시한 것과 비교하여 합리적임을 확인하였다.

• 한국정밀공학회지
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• 제26권7호
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• pp.81-90
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• 2009

Due to environmental issues, the development of low energy consumption products has become one of the main topics in the home appliance industry. The energy consumption of a refrigerator depends on the efficiency of its compressor as well as on the refrigerator cycle design, such as the capacity modulation. In this study, a dual capacity, i.e., two-step capacity modulation (TCM), reciprocating compressor is developed. In a TCM compressor, capacity modulation is achieved by changing the dead volume in the cylinder. Instead of a concentric sleeve, an eccentric sleeve, a key, and a spring are used to change the dead volume for the clockwise and counterclockwise rotation of a motor. When the compressor changes its operating mode from full capacity to partial capacity or in opposite direction, the key may collide with the eccentric sleeve. The structural reliability and mode change reliability were confirmed by analysis and experiment.