• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1994년도 가을 학술발표회 논문집
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• pp.94-110
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• 1994

Types of foundation of high rise buildings are primarily determined by loads transmitted from super structure, soil bearing capacity and available construction technology. The usd of deep foundation cannot be justified due to the fact that rock of enough bearing capacity is not found down until 90 ~ 100m. When a concentration of high soil pressure must be distributed over the entire building area, when small soft soil areas must be bridged, and when compressible strata are located at a shallow depth, mat foundation may be useful in order to have settlement and differential settlement of variable soils be minimized. The concept of mat foundation will also demonstrate some difficulities of applications if the load bearing demand directly carried down to the load -bearing strata exceeds the load -bearing capacity. This paper introduces both the analysis and design of mat type foundation for high rise buildings as well as the methodology of modelling of the soil foundation, especially, engineered to redistribute the stress exceeding the soil bearing capadity. This process will result in the wid spread of stresses over the entire building foundation.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.519-524
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• 1998

The current study is a part of series of research about the evaluation method of the unbonded tendon stress in prestressed concrete member at flexural failure. As the experimental study, a test program with 14 beams and slabs was planed to identify the contribution of each important variable. The variables are (1) the effective prestress, (2) the concrete strength, (3) the amount of tendons (4) the amount of bonded reinforcements, (5) the loading type, (6) the span/depth ratio. It was found that the tendon stress increment decreases as the effective prestress increases. Also, the contributions of concrete strength, amount of tendons, bonded reinforcements, and loading type were observed to affect on tendon stresses. However, the tendon stress increments were minimal at high values of span/depth in contrast with the ACI Code.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2004년도 학술대회 논문집 전문대학교육위원
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• pp.58-61
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• 2004

A novel single-phase induction machine drive containing full bridge inverter is presented. The drive is intended for conveyor system or a similar type of application requiring variable-speed operation with a fan-type load characteristic. An experimental drive based on the proposed setup has been built to verify its practical viability. The paper presents the results obtained from an investigation and discusses the properties and characteristics of the drive for the entire speed range from 0 to 60Hz.

• Journal of information and communication convergence engineering
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• 제6권3호
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• pp.305-309
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• 2008

This paper presents an innovative prototype of a new conceptual electromagnetic induction eddy current based fluid heating appliance using voltage-fed quasi resonant zero voltage soft switching PWM high-frequency inverter using IGBTs, which can operate at a constant frequency variable power regulation scheme. The promising simple high efficient low noise inverter type electromagnetic induction eddy current based pipeline fluid heating appliance is proposed for saturated steam generator, superheated steam generator, hot water and hot air producer, metal catalyst heating for exhaust gas cleaning in engine. Under these technological backgrounds, a novel electromagnetic induction eddy current Dual Packs Heater(DPH) based pipeline fluid heating incorporates thin metal layer type package for continuous fluid heating appliances applying two types of voltage-fed quasi load resonant ZVS-PWM high frequency inverter. The unique features of a novel electromagnetic induction eddy current DPH based continuous pipeline fluid heating appliance is illustrated on the basis of simulation and discussed for the steady state operating characteristics and experimental results.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2006년도 춘계학술대회
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• pp.319-322
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• 2006

Under the national project for the development of 2MW wind energy convert system, we are under development of the prototype of 2MW wind turbine with low speed gearbox. This system adopts low speed gear box with planetary and spur gear and is pitch regulated variable speed type with the synchronous permanent magnet generator. The compromised size of generator in diameter and width are adopted to meet the structural design requirements. In this paper, the concept study for the type, the aerodynamic design for the blade and the details of load calculation will be presented. The detailed characteristics of the system will also be introduced.

• 한국산학기술학회논문지
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• 제18권3호
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• pp.694-702
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• 2017

선하역사의 경우 차량-궤도에서 발생하는 하중 및 진동이 직접적으로 전달되는 구조적 한계로 인하여 발생하는 구조체 전달 형태의 진동과 소음레벨이 다른 역사형식 대비 월등히 높음으로 인하여 역사 내 상업 및 업무시설 이용객과 종사자들의 불편과 민원이 증가하고 있다. 선하역사에 발생하는 소음 진동을 저감하기 위한 대책중 하나로 알려진 플로팅 궤도의 경우 궤도 하부에 고무 마운트나 패드 요소를 적용한 장치가 주로 설치되어 댐퍼 역할을 한다. 이러한 장치의 경우, 열차 운행 시 발생하는 비선형 하중에 대하여 정확한 강성 및 감쇠비를 설계하기 어렵다는 단점이 있다. 본 연구에서는 플로팅 궤도에 적용 가능하며 정확한 강성 설계가 가능한 마찰 쐐기형 방진장치를 소개한다. 또한, 방진장치 강성 설계값과 시험값을 비교 분석하고 마찰 쐐기형 블록 배치에 따른 감쇠비를 열차 하중조건에 따라 도출하였다. 방진장치의 성능시험은 DIN45673-7 규정에 의거하여 진행하였으며 시험항목인 정적 및 동적하중 시험을 모두 포함한다. 성능시험 하중조건은 DIN 규정에 따라 열차 및 궤도 중량을 고려하여 적용하였으며 수직 하중 및 수평 하중에 대한 시험을 진행하여 방진장치 적용에 따른 궤도의 구조안전성을 확보한다. 더불어, 하중재하속도에 따른 마찰재의 마찰계수 변화 양상을 확인함으로서 다양한 하중재하속도 조건에 대한 마찰쐐기형 방진장치의 진동저감 성능을 확인한다.

• Steel and Composite Structures
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• 제34권2호
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• pp.279-288
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• 2020

The computational post-buckling strength of the tilted sandwich composite shell structure is evaluated in this article. The computational responses are obtained using a mathematical model derived using the higher-order type of polynomial kinematic in association with the through-thickness stretching effect. Also, the sandwich deformation behaviour of the flexible soft-core sandwich structural model is expressed mathematically with the help of a generic nonlinear strain theory i.e. Green-Lagrange type strain-displacement relations. Subsequently, the model includes all of the nonlinear strain terms to account the actual deformation and discretized via displacement type of finite element. Further, the computer code is prepared (MATLAB environment) using the derived higher-order formulation in association with the direct iterative technique for the computation of temperature carrying capacity of the soft-core sandwich within the post-buckled regime. Further, the nonlinear finite element model has been tested to show its accuracy by solving a few numerical experimentations as same as the published example including the consistency behaviour. Lastly, the derived model is utilized to find the temperature load-carrying capacity under the influences of variable factors affecting the soft-core type sandwich structural design in the small (finite) strain and large deformation regime including the effect of tilt angle.

• 대한기계학회논문집B
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• 제31권6호
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• pp.531-538
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• 2007

In this study, an air conditioning system using carbon dioxide as a refrigerant was developed for automotive cabin cooling. Experiments have been carried out to examine the steady state and dynamic characteristics of this system. The system consists of a compressor, a gas cooler, an evaporator, an expansion device, an internal heat exchanger and an accumulator. The compressor is a variable displacement type, driven by the electric motor, and the gas cooler and the evaporator are aluminum extruded heat exchangers of micro channel type. The $CO_2-refrigerant$ charge, the compressor speed, the air inlet temperature of the gas cooler, the air inlet temperature and the air flow rate of the evaporator and the cooling load are varied and the performance of the system is experimentally investigated. As the compressor speed increased, cooling capacity increased, but the coefficient of performance was deteriorated. As the cabin air temperature or the air flow rate to the cabin was set high, both the cooling capacity and the COP increased. In the cool down experiment with 1.0 or 2.0 kW of heat load, the dynamic characteristics of the air-conditioning system were investigated. For a given capacity of compressor, cool down speed was monitored, and the temperature change was acceptable fur low heat load condition.

• 대한가정학회지
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• 제31권3호
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• pp.15-27
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• 1993

The Purpose of this study is to serve as the basic data for the succession of traditional culture. The subjects of this study were (926) mothers and their daughters living in Taegu. The analysis of the data was done through SPSS pc+ programs. The major findings of this study are as follows: 1. Regarding to the degree of the people's participation in Traditional Customs of Four Seasons,“New Year's Day”,“Chusok(Chinese Thanks-giving Day)”,“Sangwon(The 1st Full-Moon Day)”,“boknal”are the occasions of the high participation. Ragarding to the characteristics of the groups participating, mothers' groups (compared with daughters'), the group with the positive concept about the customs(compared with the one with the negative concept), and the buddhist group(compared with other religion) are predominant. 2. Regarding to the degree of women's working lord for the Traditional Customs of Four Seasons, the significant variables on family environment in which the women are situated are family religion, The place of grown-up, Daugthers-in-laws order, and family type. Family type is found as the significant variable of Family environment in the degree of socialization of preparing effort of dishes. 3. Through factor analysis concepts of the Traditional Customs of Four Seasons are classified into 3 type, i.e.,「Conventional customs of good morals」,「Women's role in preparation for dishes」, and「The weights of the related load in women's housework」. 4. The direct factors influencing the women's housework related to Traditional Customs of Four Seasons are「Conventional customs of good morals」,「The weights of the related load in women's housework」and「The satisfaction of Traditional Customs of Four Seasons」. The indirect factor is found as 「Conventional customs of good morals」.

• 대한치과보철학회지
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• 제31권4호
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• pp.580-610
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• 1993

The purpose of this study was to analyse the deflection and stress distribution at the supporting bone and it's superstructure by the alteration of angulation between implant and it's implant abutment. For this study, the free-end saddle case of mandibular first and second molar missing would be planned to restore with fixed prosthesis. So the mandibular second premolar was prepared for abutment, and the cylinder type osseointegrated implant was placed at the site of mandibular second molar for abutment. The finite element stress analysis was applied for this study. 13 two-dimensional FEM models were created, a standard model at $0^{\circ}$ and 12 models created by changing the angulation between implant and implant abutment as increasing the angulation mesially and distally with $5^{\circ}$ unittill $30^{\circ}$. The preprocessing decording, solving and postprocessing procedures were done by using FEM analysis software PATRAN and SUN-SPARC2GX. The deflections and von Mises stresses were calculated under concentrated load (load 1) and distributed load(load 2) at the reference points. The results were as follows : 1. Observing at standard model, the amount of total deflection at the distobuccal cusp-tip of pontic under concentrated load was largest of all, and that at the apex of implant was least of all, and the amount of total deflection at the buccal cusp-tip of second premolar under distributed load was largest of all, and that at the apex of implant was least of all. 2. Increasing the angulation mesially or distally, the amounts of total deflection were increased or decreased according to the reference points. But the order according to the amount of total deflection was not changed except apex of second premolar and central fossa of implant abutment under concentrated load during distal inclination. 3. Observing at standard model, the von Mises stress at the distal joint of pontic under concentrated load was largest of all, and that at the apex of implant was least of all. The von Mises stress at the distal margin of second premolar under distributed load was largest of all, and that at the apex of Implant was least of ail. 4. Increasing the angulation of implant mesially, the von Mises stresses at the mesial crest of implant were increased under concentrated load and distributed load, but those were increased remarkably under distributed load and so that at $30^{\circ}$ mesial inclination was largest of all. 5. Increasing the angulation of implant distally, the von Mises stresses at the distal crest of implant were increased remarkably under concentrated load and distributed load, and so those at $30^{\circ}$ distal inclination were largest of all.