• 제목/요약/키워드: Supporting Structure

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KSTAR 초전도자석 지지각 시작품재작 및 구조시험 (KSTAR Superconducting Magnet Supporting Post Prototype Manufacturing and Structural Load Test)

  • 허남일;이영신
    • 한국초전도ㆍ저온공학회논문지
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    • 제3권1호
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    • pp.45-49
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    • 2001
  • A magnet supporting post installed between the lower TF coil tooled by 4.5 K supercritical helium and the cryostat base is one of the most important components of the superconducting magnet supporting structure for KSTAR Tokamak. This structure should be flexible to absorb thermal shrink of the magnet and also should be rigid to support the magnet weight and the Plasma disruptions load. The Post was designed with stainless steel 316LN and CFRP that have low thermal conductivity and high structural strength at low temperature. In order to verify the possibility of fabrication and the structural safety. a whole scale prototype of the KSTAR magnet supporting post was manufactured and tested. Static and compressive cyclic load tests under the maximum Plasma vertical disruption load and the magnet dead weight were performed. The teat results showed that the magnet supporting post of KSTAR Tokamak was possible to manufacture and structurally rigid.

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플레이트형 지지구조체로 지지된 실린더형 관 군의 고주파 유동유발진동 및 압력손실에 대한 실험적 고찰 (Experimental investigation on the high frequency flow-induced vibration and pressure drop of cylindrical tube bundle with plate type supporting structures)

  • 이강희;김형규;윤경호;엄경보;김진선;서정민
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회A
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    • pp.1367-1372
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    • 2008
  • A plate type supporting structure of a tube bundle in axial flow generates a certain band of a high frequency periodic excitation of a vortex shedding and/or a flow separation due to sharp edge of the plate thickness and a severe pressure drop due to a cross-sectional area of the supports. With a design consideration of the low vibration and a small flow resistance, the analysis method is uniquely confined to an experimental approach because a complex geometry of a cylindrical tube bundle and/or physical phenomena related to the fluid-structure interaction of tube bundle in a flow impede a theoretical or a numerical approach. A 5x5 cylindrical tube bundle with 5 supports which were discretely located along the bundle's axis was tested in the FIVPET hydraulic test loop for a design evaluation and an analysis perspectives. A high frequency flow-induced vibration of the supporting structures of the cylindrical tube bundle was measured at a outer surface of a supporting structure through a transparent flow housing by the laser dopper vibrometer. Pressure drop in-between three measurement distances was measured by the differential pressure transmitter. High frequency vibration and pressure drop fairly depends on the geometric design of supporting structure. So, these two parameters would be used as a qualitative design variables for design evaluation and analysis.

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진동원으로부터 지지구조물에 전달되는 진동 파워의 추정 - 수평방향으로 전달되는 진동파워의 추정 및 측정 - (Estimation of Vibrational Power Transmitted from Vibration Source to Supporting Structure - Estimation and Measurement of Vibrational Power Transmitted in the Horizontal Direction -)

  • 김재철;주진수
    • 소음진동
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    • 제8권6호
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    • pp.1137-1143
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    • 1998
  • This paper describes the method to measure of the vibrational power transmitted from the vibration source to the supporting structure in the horizontal direction. Generally, it is impossible to measure horizontal forces at the coupling points. However. the vibrational Power transmitted in the horizontal direction can be measured by using indirect method that is based on the mechanical impedance and velocities at the coupling points. We proposed the method to estimate the vibrational power when the vibration source and supporting structure cannot be separated. In this paper. the vibrational power transmitted in the horizontal direction is also estimated by using this method. The estimated and measured results of the mobilities at the coupling point and vibrational power in the horizontal direction are compared. It is shown that the estimated results agree well with the measured results. For the supporting structure with multiple coupling points, the other coupling points should be considered for measuring the vibrational power transmitted through one coupling points. We examine the effects of other coupling points and measure the vibrational power without considering the other coupling points.

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안정성 향상을 위한 Wafer Polishing Machine의 지지구조 개선 (Modification of the Supporting Structure of a Wafer Polishing Machine for the Improved Stability)

  • 노승훈;김영조;김동욱;이일환;박근우
    • 한국기계가공학회지
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    • 제11권2호
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    • pp.144-151
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    • 2012
  • Polishing is not only one of the most frequently adopted processes in modern industries, but also the most critical one to the surface quality of the products such as semi conductor wafers and LED sapphire wafers. With the required specifications for the wafer surface quality getting more and more strengthened, the manufacturers are spending huge amount of cost to renew the machine to meet the enhanced surface specifications. Surface qualities of the wafers are mostly damaged by the structural vibrations of the polishing machines. In this paper, the dynamic characteristics of a wafer polishing machine have been analyzed through the frequency response test and the computer simulation. And the supporting structure of a polishing machine has been investigated to minimize the vibration transmissions, to improve the stability of the machine and further to reduce the defects of the polished products. The result of the study shows that simple design modifications of the supporting structure without altering the main structure of the machine can substantially suppress the vibrations of the machine with negligible expenses.

지반-구조물 상호작용을 고려한 콘크리트 석션식 해상풍력 지지구조물의 지진거동 특성 (Seismic Behaviors of Concrete-Suction-Type Offshore Wind Turbine Supporting Structures Considering Soil-Structure Interaction)

  • 이진호;진병무;배경태
    • 한국전산구조공학회논문집
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    • 제30권4호
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    • pp.319-327
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    • 2017
  • 본 연구에서는 콘크리트 석션식 지지구조물을 사용한 해상풍력발전시스템의 지진응답 해석을 수행하여 그 거동 특성을 파악한다. 전체 시스템을 RNA, 타워, 지지구조물로 구성된 구조계와 이에 접하고 있는 유체 및 지반의 부분구조로 분리하여 운동방정식을 유도한다. 구조계에 작용하는 유체의 동수압과 지반의 상호작용력을 산정하고, 이를 구조계의 운동방정식과 결합하여 전체 시스템의 지배방정식을 도출한 후, 이 방정식의 해를 구하여 해상풍력발전시스템의 지진응답을 계산한다. 해석 결과로부터 지반-구조물 상호작용은 콘크리트 석션식 지지구조물에 의해 지지된 해상풍력발전시스템의 지진응답을 크게 증가시킬 수 있음을 확인할 수 있다. 특히, 지반의 유연성으로 인해 시스템의 고차 고유모드 응답이 증가할 수 있으므로, 해상풍력발전시스템의 동적거동 산정 시에는 반드시 지반-구조물 상호작용의 효과를 고려하여야 할 것이다.

백화점 지원시설 계획요소에 관한 만족도 및 선호도 연구 (A Study on the Degree of Satisfaction and Preference to Space Plan of Supporting Facilities in Department Stores)

  • 박의정;서지은
    • 한국실내디자인학회논문집
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    • 제18권6호
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    • pp.194-201
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    • 2009
  • The purpose of this study is to develop basic data for the efficient space plan of the Department Store focusing on users by survey of preference to methods of plan considering the functional phase, the economical phase and the adaptable phase. The results are as follows : First, we could know that users had the low degree of satisfaction to the adaptable phase of space plan for Supporting Facilities in department stores at the present time. Second, we must have the appropriate space size by using structure, doors and windows for user's satisfaction. This is the method of plan considering the functional phase for Supporting Facilities. And we could think that the methods of using the center flow plan and the arrangement of two or three facing are good for user's satisfaction. Third, it will be efficient plan if we find methods to be cleaned the structure easily and to be changed and repaired the system furniture easily for management. that methods are to be considered the economical phase for Supporting Facilities. Forth, methods of plan considering the adaptable phase are to change the size of space by using the movable type furniture and the form of space by changing structure.

방사선 기술정보 분석을 통한 정보표준분류체계(안) 마련 및 시스템 적용요건 도출 (Provision of a Draft Version for Standard Classification Structure for Information of Radiation Technologies through Analyzing Their Information and Derivation of Its Applicable Requirements to the Information System)

  • 장솔아;김주연;유지엽;신우호;박태진;송명재
    • 방사선산업학회지
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    • 제9권1호
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    • pp.29-35
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    • 2015
  • Radiation technology is the one for developing new products or processes by applying radiation or for creating new functions in industry, research and medical fields, and its application is increasing consistently. For securing an advanced technology competitiveness, it is required to create a new added value by information consumer through providing an efficient system for supporting information, which is the infrastructure for research and development, contributed to its collection, analysis and use with a rapidity and structure in addition to some direct research and development. Provision of the management structure for information resources is especially crucial for efficient operating the system for supporting information in radiation technology, and then a standard classification structure of information must be first developed as the system for supporting information will be constructed. The standard classification structure has been analyzed by reviewing the definition of information resources in radiation technology, and those classification structures in similar systems operated by institute in radiation and other scientific fields. And, a draft version of the standard classification structure has been then provided as 7 large, 25 medium and 71 small classifications, respectively. The standard classification structure in radiation technology will be developed in 2015 through reviewing this draft version and experts' opinion. Finally, developed classification structure will be applied to the system for supporting information by considering the plan for constructing this system and database, and requirements for designing the system. Furthermore, this structure will be designed in the system for searching information by working to the individual need of information consumers.

Elastic floor response spectra of nonlinear frame structures subjected to forward-directivity pulses of near-fault records

  • Kanee, Ali Reza Taghavee;Kani, Iradj Mahmood Zadeh;Noorzad, Assadollah
    • Earthquakes and Structures
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    • 제5권1호
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    • pp.49-65
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    • 2013
  • This article presents the statistical characteristics of elastic floor acceleration spectra that represent the peak response demand of non-structural components attached to a nonlinear supporting frame. For this purpose, a set of stiff and flexible general moment resisting frames with periods of 0.3-3.6 sec. are analyzed using forty-nine near-field strong ground motion records. Peak accelerations are derived for each single degree of freedom non-structural component, supported by the above mentioned frames, through a direct-integration time-history analysis. These accelerations are obtained by Floor Acceleration Response Spectrum (FARS) method. They are statistically analyzed in the next step to achieve a better understanding of their height-wise distributions. The factors that affect FARS values are found in the relevant state of the art. Here, they are summarized to evaluate the amplification and/or reduction of FARS values especially when the supporting structures undergo inelastic behavior. The properties of FARS values are studied in three regions: long-period, fundamental-period and short-period. Maximum elastic acceleration response of non-structural component, mounted on inelastic frames, depends on the following factors: inelasticity intensity and modal periods of supporting structure; natural period, damping ratio and location of non-structural component. The FARS values, corresponded to the modal periods of supporting structure, are strongly reduced beyond elastic domain. However, they could be amplified in the transferring period domain between the mentioned modal periods. In the next step, the amplification and/or reduction of FARS values, caused by inelastic behavior of supporting structure, are calculated. A parameter called the response acceleration reduction factor ($R_{acc}$), has been previously used for far-field earthquakes. The feasibility of extending this parameter for near-field motions is focused here, suggested repeatedly in the relevant sources. The nonlinearity of supporting structure is included in ($R_{acc}$) for better estimation of maximum non-structural component absolute acceleration demand, which is ordinarily neglected in the seismic design provisions.

자동차 주ㆍ정차를 위한 안전장비 디자인에 관한 연구 (Design of safety equipment for the parking)

  • 김기수
    • 디자인학연구
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    • 제16권1호
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    • pp.281-288
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    • 2003
  • 21세기를 거듭나면서 산업의 발달은 우리생활에 크나큰 영향을 주고 있으며, 그 중에서도 교통수단인 자동차의 발달은 우리 삶의 편리함을 제공하고 있다. 그러나 점차 대중화 추세로 나아가는 자동차인구의 증가와 함께 주차 안전의 중요성이 어느 때보다 중요시되고 있으며 교통사고 중 우리가 안심하고 있는 자동차 주차 및 정차 시에 일어나는 사고가 빈번히 발생하고 있으므로 이러한 사고를 예방하기 위한 자동차 안전장비 개발이 필요하다. 본 연구의 목적은 주차 및 정차 시 발생하는 안전사고를 사전에 방지하기 위한 안전장비 개발로서 기존의 실용신안으로 제안된 안전 지지대에서 고려하지 못한 정지마찰력이 높고 도로의 다양한 환경변화, 비포장, 젖은 노면에 적응하며 타이어의 크기를 고려한 각도조절이 용이한 지지대를 개발하였다. 더 나아가 휴대성과 이동성이 고려된 향상된 안전 지지대를 개발하였다. 본 연구는 우리나라의 전체 교통사고 중 10%에 육박하는 주정차 안전사고의 경각심을 고취시키고 안전사고를 줄일 수 있는 방안을 모색하고 나아가 정책적인 의무사용규정을 확립하는데 기초자료를 도출하여 폭 넓은 보급과 활용 방안에 대한 방향을 제시하였다.

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비디오 문서의 구조 질의를 위한 효율적 인덱스 구조 (An Efficient Index Structure Supporting Structure Queries for Video Documents)

  • 이용규
    • 한국정보처리학회논문지
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    • 제5권5호
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    • pp.1109-1118
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    • 1998
  • 최근에 비디오 데이터베이스에 대하여 관심이 집중되고 있다. 비디오 문서도 텍스트 문서와 마찬가지로 계층적 논리 구조를 포함하고 있다. 사용자가 구조 질의로 이 구조를 활용한다면, 내용 질의에만 의존하는 것보다 더 큰 효과를 거둘 수가 있다. 구조 질의를 효율적으로 처리하기 위해서는 비디오의 문서 요소에 빨리 접근 할 수 있도록 지원하는 인덱스 구조가 필수적이다. 이 논문에서는 트리 구조의 비디오 문서 모형을 제시하고 비디오 문서를 위한 새로운 역 인덱스 구조를 제안한다. 그리고 이 인덱스 구조의 저장 장소 요구량과 디스크 접근 시간을 평가하고, 분석 결과를 제시한다.

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