• 한국농공학회지
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• 제44권4호
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• pp.107-113
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• 2002

The pipe framed and arch shape plastic greenhouse, which is the most popular greenhouse in Korea, is relatively weak in snowdrift. Reinforcement of rigid frame or column is required to reduce the damage from heavy snow in this type. But additional rigid frames or columns decrease light transmissivity or workability, and increase construction cost. So it is desirable to prepare some temporary poles and to install them when the warning of heavy snow is announced. This study was carried out to develop the temporary pole supporting system using galvanized steel pipes for plastic housing and to evaluate the safe snow load on a temporary pole. A pipe connector, which is inserted in the top of pipe used in the temporary pole and supports the center purline, was designed and manufactured to be able to carry the upper loads safely. And a bearing plate was safely designed and manufactured in order to carry the loads acting on it to the ground. When temporary poles of ${\phi}$ 25 pipe are installed at 2.4m interval, it shows that the single span plastic greenhouses with 5~7 m width are able to support the additional snow depth of 13.9~25.3 cm beyond the snow load supported by main frame.

• 한국산업융합학회 논문집
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• 제26권1호
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• pp.105-112
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• 2023

We analyze the global market for flexible electronic circuits, technical considerations, and analyze the market for application areas and regions. In the market analysis of the application field, the display field has the greatest influence in terms of market size and annual growth rate, and the OLE D lighting market size is expected to grow by nearly 50% in 2026. The multilayer flexible electronics, which dependently requires the semiconductor technology, has a larger market size than other structures and its growth rate is relatively large, leading the market and will be further analyzed in depth. The market size of multilayer flexible electronics applied to display field is expected to show an annual growth rate of 21.1% from $2.7 billion in 2017 to $9.8 billion in 2026, and the OLED market is expected to grow by 75.2% during the same periods. Recently, as electronic products have been miniaturized and advanced, and robust installation in a small space is required, companies that preoccupy multilayer structure or rigid flexible electronic circuit technology have an advantage in competitiveness, so many companies are trying to obtain this technology. These efforts are systematically supported by many countries because they can achieve mutual growth by strengthening the competitiveness of the application field and the same industry. In the case of Korea, a support system is established, but it is required to expand and activate it, and to localize manufacturing equipment and materials.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.23-24
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• 2021

The use of recycled concrete aggregates (RCA) as a substitute for natural aggregates in new concrete produces both economic and environmental advantages. Most of the RCA applications for pavements have been primarily applied to support layers for roads and airfields. This paper summarizes a work completed at the University of Illinois in partnership with the O'Hare Modernization Program to examine the effect of coarse and fine RCA on the concrete's fresh and hardened properties for airfield rigid pavement applications. Ten different RCA concrete mixtures were prepared with the incorporation of different percentages of RCA fines as well as replacement of cement with high volume percentages of supplementary cementitious materials such as Class C fly ash and ground granulated blast furnace slag to improve the workability and long-term properties of RCA concrete. All the mixes on this stage included 100% recycled coarse aggregates and the Two-Stage Mixing Approach was used as a mixing procedure. Based on the results obtained in the research, mixes with high percentages of recycled fine and coarse aggregates could be used for construction of airfield concrete pavements in conjunction with supplementary cementitious materials

• 전기학회논문지
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• 제62권7호
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• pp.1045-1052
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• 2013

In this study we deal with design procedures for the flywheel energy storage system that has the capacity to store the regenerative energy produced from the railway vehicles. The flywheel energy storage system (FESS) stores the regenerative electrical energy into the high speed rotational flywheel, by conversion the electrical energy into the mechanical rotational energy. Thus the FESS is composed of the energy conversion components, such as the motor and generator, mechanical support components, such as the rotational rotor, the magnetic bearings to support the rotor, and the digital controller to control the air gap between the rotor and the magnetic bearings. In this paper the design procedures for the rotor operating at the rigid mode and the magnetic bearings to support the rotational rotor without contact are presented.

• 한국압력기기공학회 논문집
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• 제11권2호
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• pp.68-74
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• 2015

Time domain response analysis for vibro-impact nonlinear behavior of multi-span tube with loose supports was performed using commercial FEA code and user subroutine. Support geometry of multi-span tube with a finite gap is realistically modeled by analytical rigid surface. Model of hydrodynamic force is based on the Qusai-steady model which accounts for the inclined angle of relative flow velocity and time delay between flow force and resulting tube motion. During tube vibration from flow loading, impact and friction at the support location is simulated using commercial FEA code with master slave contact algorithm. Analysis results has reasonable agreement with those of references and test experience. Plan of further refinement of analysis model and future test verification is briefly introduced.

• Structural Engineering and Mechanics
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• 제28권6호
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• pp.677-694
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• 2008

A vibration power minimization model is developed, based on the mobility matrix method, for a vibration isolation system consisting of a vibrating source placed on an elastic support structure through multiple resilient mounts. This model is applied to investigate the design optimization of an X-Y motion stage-based vibration isolation system used in semiconductor wire-bonding equipment. By varying the stiffness coefficients of the resilient mounts while constraining the dynamic displacement amplitudes of the X-Y motion stage, the total power flow from the X-Y motion stage (the vibrating source) to the equipment table (the elastic support structure) is minimized at each frequency interval in the concerned frequency range for different stiffnesses of the equipment table. The results show that when the equipment table is relatively flexible, the optimal design based on the proposed vibration power inimization model gives significantly little power flow than that obtained using a conventional vibration force minimization model at some critical frequencies. When the equipment table is rigid enough, both models provide almost the same predictions on the total power flow.

• Structural Engineering and Mechanics
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• 제61권4호
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• pp.527-538
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• 2017

The evaluation of the loss-of-support conditions of frictional beam-to-column connections using simplified numerical models describing the transverse response of a portal-like structure is presented in this paper considering the effects of the seismic-hazard disaggregation. Real earthquake time histories selected from European Strong-motion Database (ESD) are used to show the effects of the seismic-hazard disaggregation on the beam loss-of-support conditions. Seismic events are classified according to different values of magnitudes, epicentral distances and soil conditions (stiff or soft soil) highlighting the importance of considering the characteristics of the seismic input in the assessment of the loss-of-support conditions of frictional beam-to-column connections. A rigid and an elastic model of a frame of a precast industrial building (2-DoF portal-like model) are presented and adopted to find the minimum required friction coefficient to avoid sliding. Then, the mean value of the minimum required friction coefficient with an epicentral distance bin of 10 km is calculated and fitted with a linear function depending on the logarithm of the epicentral distance. A complete parametric analysis varying the horizontal and vertical period of vibration of the structure is performed. Results show that the loss-of-support condition is strongly influenced by magnitude, epicentral distance and soil conditions determining the frequency content of the earthquake time histories and the correlation between the maxima of the horizontal and vertical components. Moreover, as expected, dynamic characteristics of the structure have also a strong influence. Finally, the effect of the column nonlinear behavior (i.e. formation of plastic hinges at the base) is analyzed showing that the connection and the column are a series system where the maximum force is limited by the element having the minimum strength. Two different longitudinal reinforcement ratios are analyzed demonstrating that the column strength variation changes the system response.

• 구강회복응용과학지
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• 제20권2호
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• pp.121-134
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• 2004

진단과 치료과정을 통해서 후천적으로 습득된 부정교합을 가진 부분무치악자 성인에게서, 교합고경을 회복해 줌으로써 3급 부정교합 안모에서 정상교합상태의 안모와 기능을 부여할 수 있었다. 대부분의 부분무치악자에서 치조골의 위축, 그리고 감소된 교합고경 인해 이루어진 부정교합자에게서 교합고경의 수복은 매우 어려운 작업이다. 적절한 안모의 심미는 대체로 interlabial gap이 약 0-2mm일 때 얻어진다. 이것과 함께, 제한된 입술 지지도(lip competence)가 교합고경 수복과 적절한 안모의 심미를 위한 지표로 사용될 수 있다. 소개된 증례의 경우는, 7년 이상의 계속 관찰 결과, 성공적인 치료였다고 판단된다. 교합고경을 증가시킨 경우이긴 하지만, 사실은 원래의 정상 교합고경으로 회복 시켜주었다고 하는 것이 더욱 옳은 표현일 것 같다. 교합고경을 증가시키는 작업은 안모의 수복, 절치부의 외상성 교합을 수정하고 하악을 후퇴시키는데 매우 어렵고도 중요한 일이다. 최종적으로, 3급 부정교합이 수정되고, 적절한 교합고경을 가지게 되었으며, 위축된 구치 무치악부가 rigid support 개념으로 제작된 가철성 의치로 수복되었다. 부분 무치악부를 가진 후천적 부정교합자의 치료의 결과로 획득한 치아 및 안모의 심미와 이것의 장기간 안정성은 다음의 관계를 잘 고려함으로써 지속될 수 있을 것으로 사료된다: 1) 이상적인 교합고경에서의 교합수복, 2) 상,하악골 관계에서 기능적으로 유도되는 최종 교합의 허용, 3) lip competence (입술 적응) 한계 내에서 기능적으로 유도되는 최종교합.

• 한국산학기술학회논문지
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• 제20권4호
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• pp.606-612
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• 2019

도심지 도로하부에서 발생하는 지반침하 및 싱크홀의 주요 원인은 하수관로 기초 및 관로뒤채움재의 부적절한 다짐 등이다. 이로 인해 하수관거의 이음부 파손 및 접합 불량, 관의 파손 및 균열 등 많은 문제점이 발생하고 있다. 이를 해결하기 위해 하수관거 기초와 관련된 받침계수 및 굴착 깊이에 따른 안전율을 평가하였다. 강성관용 기초로는 쇄석기초, 버림 콘크리트 기초, 그리고 최근 새로 개발된 현장조립식 경량플라스틱 기초를 이용하였고, 뒤채움재는 현장발생토사(사질토 및 점성토), 현장발생토사를 재활용한 유동성뒤채움 등을 적용하였다. 굴착 깊이 및 하수관 기초별 안전율을 평가하기 위하여 하중 계수 및 받침계수 등을 고려한 설계하중을 평가하였다. 받침계수는 쇄석기초 0.377, 버림 콘크리트 기초($180^{\circ}$ 및 $120^{\circ}$) 0.243 및 0.220, 경량 플라스틱 기초와 유동성 뒤채움재는 0.231로 적용하였다. 전체적으로 쇄석기초 사용 시 안전율이 작게 나왔고, 받침각 $180^{\circ}$ 버림 콘크리트 기초 사용 시 안전율이 가장 크게 나타났다. 또한, 경량 플라스틱 기초와 유동성 뒤채움재의 조합을 이용할 경우 받침각 $120^{\circ}$ 버림 콘크리트 기초보다 안전율이 크게 나타났다. 이는 새로 개발된 재활용 경량 플라스틱 기초가 강성관의 또 다른 대안 기초로 활용이 가능함을 의미한다.

• 대한조선학회논문집
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• 제53권6호
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• pp.447-455
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• 2016

Precise propulsion shafting alignment of ships is very important to prevent damage of its support bearings due to excessive reaction forces caused by hull deflection, forces acted on propeller and crankshaft, and so forth. In this paper, a new iterative shafting alignment calculation procedure considering the interaction between shaft deflection and oil film pressure of Sterntube Journal Bearing (SJB) bush with single or multiple slopes is proposed. The procedure is based on a pressure analysis to evaluate distributed equivalent support stiffness of SJB by solving Reynolds equation and a deflection analysis of shafting system by a finite element method based on Timoshenko beam theory. SJB is approximated with multi-point biaxial elastic supports equally distributed to its length. Their initial stiffness values are estimated from dynamic reaction force calculated by assuming SJB as single rigid support. Then, the shaft deflection and the support stiffness of SJB are sequentially and iteratively calculated by applying a criteria on deflection variation between sequential calculation results. To demonstrate validity and applicability of the proposed procedure for optimal slope design of SJB, numerical analysis results for a shafting system are described.