• 제목/요약/키워드: side panel

검색결과 295건 처리시간 0.027초

패널굴절방식 환기창 온실의 환기효과 (Ventilation Effect of the Greenhouse with Folding Panel Type Windows)

  • 김진영;이시영;김현환;전희;윤익학
    • 생물환경조절학회지
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    • 제11권1호
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    • pp.5-11
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    • 2002
  • 본 연구는 여름 같은 고온기나 외부온도가 높지 않아도 시설내 온도가 많이 상승하는 봄 .가을 같은 시기에 온실내 고온 공기를 외부로 신속하게 유출시켜 강제환기를 사용하지 않고도 온실내부의 환경을 조절 할 수 있는 새로운 자연 환기창을 개발하는데 목적을 두고 수행하였다 패널굴절방식 측창은 지면에 가까운 쪽의 패널 하부에 절점을 두고 패널 상부가 측고 부위로부터 가이드 레일을 따라 하향하도록 구성하여 창이 개방되게 하였고, 천창은 측고 부위에 절점을 두고 용마루 쪽의 패널 상부가 가이드 레일을 따라 경사진 지붕면을 따라 하향하도록 구성하여 고온 공기층이 정체되어 있는 온실 상부인 측고 부위와 용마루 부위가 개방되도록 하였다. 굴절 패널의 상부 개방거리는 X=L(1-cos$\theta$)로 나타낼 수 있고 측면 개방 거리는 Y=L/2$\times$sin$\theta$로 나타낼 수 있다. 천창 개방시간은 4분 20초 소요되었으며 개방 시작한 2분 후부터 온도가 하강하기 시작하였고, 완전 개방 2분 후부터는 외기온과의 온도차 3~4$^{\circ}C$정도를 유지하면서 평형상태를 유지하였다. 패널굴절방식 환기창 온실의 환기성능은 체적환기량이 22.3-94.3m$^3$.m$^{-2}$ .h$^{-1}$이었으며, 환기 횟수는 15.2~39.3회.h$^{-1}$로 나타나 일반적인 연속형 천창의 10~15회.h$^{-1}$ 정도에 비해 환기효과가 높은 것으로 나타났다. 그리고 벤로형 온실과의 천창개폐시 온도하강을 비교하였을 때 환기효과가 2배 이상 높은 것으로 판단되었다.$_{r}$", $\mu$$_{r}$′) and the dielectric loss ($\varepsilon$$_{r}$"/$\varepsilon$$_{r}$′) were increased. It was caused that the absorption characteristics of the absorber were improved. The conduction loss and magnetic loss were expected to be occurred together because two matching frequencies were shown with carbon addition. It was confirmed that the matching frequency of the microwave absorber could be controlled by controlling heat-treatment temperatures and carbon additions.ons.tions.加的)으로 되거나 과가황(過加黃)이 될 우려가 있는 제조공정(製造工程)에서는 흔히들 이 방법(方法)을 무시(無視)하고 있다. 여기서 강조(强調)해 두어야 할 것은 항상 제품(製品)의 외부(外部)를 완전(完全)히 가황(加黃)시킬 필요(必要)는 없다는 것이다. 다공성(多孔性)이나 기포생성(氣泡生成)을 조장(助長)하는 불량가황상태(不良加黃狀態)와 표면(表面)에서의 과가황상태간(過加黃狀態間)의 균형(均衡)을 취(取)해 줘야 하는데 물론(勿論) 이때는 가황시간(加黃時間)을 단축(短縮)시켜야 한다는 경제적(經濟的)인 측면(側面)도 아울러 고려(考慮)해야 한다

L형 프리캐스트 콘크리트 벽패널로 채운 기존 철근 콘크리트 골조 구조물의 휨 거동 분석 (Analysis on the Flexural Behavior of Existing Reinforced Concrete Frame Structures Infilled with L-Type Precast Wall Panel)

  • 유승룡;주호성;손국원
    • 복합신소재구조학회 논문집
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    • 제6권2호
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    • pp.52-62
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    • 2015
  • This study aims at developing a new seismic resistant method by using precast concrete wall panels for existing low-rise, reinforced concrete beam-column buildings such as school buildings. Three quasi-static hysteresis loading tests were performed on one unreinforced beam-column specimen and two reinforced specimens with U-type precast wall panels. Top shear connection of the PC panel was required to show the composite strength of RC column and PC wall panel. However, the strength of the connection did not influence directly on the ultimate loading capacities of the specimens in the positive loading because the loaded RC column push the side of PC wall panel and it moved horizontally before the shear connector receive the concentrated shear force in the positive loading process. Under the positive loading sequence(push loading), the reinforced concrete column and PC panel showed flexural strength which is larger than 97% of the composite section because of the rigid binding at the top of precast panel. Similar load-deformation relationship and ultimated horizontal load capacities were shown in the test of PR1-LA and PR1-LP specimens because they have same section dimension and detail at the flexural critical section. An average of 4.7 times increase in the positive maximum loading(average 967kN) and 2.7 times increase in the negative maximum loading(average 592.5kN) had resulted from the test of seismic resistant specimens with anchored and welded steel plate connections than that of unreinforced beam-column specimen. The maximum drift ratios were also shown between 1.0% and 1.4%.

패널오차에 의한 전개형 솔리드 안테나 성능 영향 (Effects on Performance of Deployable Solid Antenna for Panel Misalignment)

  • 이지용;이교일;윤성식;이택경;이재욱
    • 한국전자파학회논문지
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    • 제28권8호
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    • pp.603-609
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    • 2017
  • 전개형 솔리드 안테나에서 패널 전개 시 발생할 수 있는 구조적인 오차가 안테나 성능에 미치는 영향을 분석하였다. 위성에서 활용되는 전개형 안테나는 지상에서 접힌 상태로 발사되어 우주 공간에서 펼쳐지며, 전개 시 발생할 수 있는 오차의 형태를 분류하여 각각의 경우에 성능에 미치는 영향을 분석하였다. 패널 하나에만 전개 오차가 있을 때는 불완전 전개 패널에 해당하는 쪽에서 안테나 성능의 열화가 발생하였다. 패널 전개 오차가 코사인 함수의 형태로 분포한다고 가정하여 오차의 크기와 오차 형태에 따른 영향을 계산하고 분석하였다. 안테나 패널 오차가 균일한 경우에는 오차크기에 비례하여 이득이 감소하고, 패턴은 대칭이다. 코사인 1 또는 3주기의 패널 오차에 대해서는 주엽의 기울어짐이 나타나며, 코사인 2 또는 4주기의 패널 오차에 대해서는 패턴은 대칭이며, 이득이 감소한다.

탄소복합재 부품 파티션패널의 구조 강성/강도 신뢰성 평가에 관한 연구 (Study on Structural Reliability Assessment of a Partition Panel Made of a CFRP(Carbon Fiber Reinforced Plastic))

  • 이재진;문지훈;윤원호;강다경;안민수;노형진;강지헌;이재욱
    • 한국기계가공학회지
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    • 제18권10호
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    • pp.68-74
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    • 2019
  • In the case of a partition panel for a vehicle, it is used as a vehicle chassis component that serves to distinguish the indoor and outdoor spaces of a vehicle and is mounted on a backrest portion of the vehicle's back seat to ensure the convenience of passengers by connecting the floor and the side of the vehicle. Because it is a relatively large-sized plate material among automobile chassis parts except the moving parts and non-ferrous materials can be applied, it is considered as a part having a large light-weight effect. However, the partition panel is one of the vehicle parts that must satisfy the light-weight effect as well as various structural reliability, such as torsional rigidity, vibration, and impact characteristics, for securing the running stability of the vehicle when driving at the same time. So, In this study, the possibility of replacing the aluminum partition panel as CFRP(Carbon Fiber Reinforced Plastic) partition panel is evaluated through comparing the two partition panels by using the structural reliability(stiffness/strength analysis), vibration analysis, impact analysis.

저예망의 어구형상에 관한 기초적 연구 III (Fundamental Studies on the Net-Shape of the Drag Net ( III ) - The Relationship between the Section Shape and the Porosity of Netting in the Bag Net -)

  • 이주희
    • 수산해양기술연구
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    • 제21권2호
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    • pp.89-98
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    • 1985
  • As a primary step in studying the effects of the netting porosity on the net-shape in the four-seam trawling net, a series of experiments were performed changing the porosity of each panel, with the simplified mo:iel of the bag net made of porous vinyl film and that ma:ie of net webbing. These models were suspended horizontally in circularly flowing water, with two pairs of susp~nding threais to four points of symetry at the border of the bag mouth in place of both wing nets. And then, the section shape of the bag mouth photographed and the tensions on both pairs of suspending threads were measured with two load cells in circularly flowing water. From the results, the auther estimated an experimental equation from the relationship between the porosity of each panel in the bag net and the section shape of the bag mouth, h/w=k (l-Pr_u/lPr_s)

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Experimental Investigation on the Blast Resistance of Fiber-Reinforced Cementitious Composite Panels Subjected to Contact Explosions

  • Nam, Jeongsoo;Kim, Hongseop;Kim, Gyuyong
    • International Journal of Concrete Structures and Materials
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    • 제11권1호
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    • pp.29-43
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    • 2017
  • This study investigates the blast resistance of fiber-reinforced cementitious composite (FRCC) panels, with fiber volume fractions of 2%, subjected to contact explosions using an emulsion explosive. A number of FRCC panels with five different fiber mixtures (i.e., micro polyvinyl alcohol fiber, micro polyethylene fiber, macro hooked-end steel fiber, micro polyvinyl alcohol fiber with macro hooked-end steel fiber, and micro polyethylene fiber with macro hooked-end steel fiber) were fabricated and tested. In addition, the blast resistance of plain panels (i.e., non-fiber-reinforced high strength concrete, and non-fiber-reinforced cementitious composites) were examined for comparison with those of the FRCC panels. The resistance of the panels to spall failure improved with the addition of micro synthetic fibers and/or macro hooked-end steel fibers as compared to those of the plain panels. The fracture energy of the FRCC panels was significantly higher than that of the plain panels, which reduced the local damage experienced by the FRCCs. The cracks on the back side of the micro synthetic fiber-reinforced panel due to contact explosions were greatly controlled compared to the macro hooked-end steel fiber-reinforced panel. However, the blast resistance of the macro hooked-end steel fiber-reinforced panel was improved by hybrid with micro synthetic fibers.

티어심 파손 강도를 고려한 동승석 에어백 도어시스템의 최적 설계 (Optimal Design of Passenger Airbag Door System Considering the Tearseam Failure Strength)

  • 최환영;공병석;박동규
    • 자동차안전학회지
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    • 제13권3호
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    • pp.60-68
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    • 2021
  • Invisible passenger airbag door system of hard panel types must be designed with a weakened area such that the side airbag will deploy through the instrument panel as like intended manner, with no flying debris at any required operating temperature. At the same time, there must be no cracking or sharp edges in the head impact test. If the advanced airbag with the big difference between high and low deployment pressure ranges are applied to hard panel types of invisible passenger airbag (IPAB) door system, it becomes more difficult to optimize the tearseam strength for satisfying deployment and head impact performance simultaneously. It was introduced the 'Operating Window' idea from quality engineering to design the hard panel types of IPAB door system applied to the advanced airbag for optimal deployment and head impact performance. Zigzab airbag folding and 'n' type PAB mounting bracket were selected.

U형 프리캐스트 콘크리트 벽패널로 채운 기존 철근 콘크리트 보-기둥 구조물의 휨 거동 분석 (Analysis on the Flexural Behavior of Existing Reinforced Concrete Beam-Column Structures Infilled with U-Type Precast Wall Panel)

  • 손국원;유승룡;임철우;주호성
    • 한국구조물진단유지관리공학회 논문집
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    • 제19권5호
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    • pp.56-66
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    • 2015
  • 이 연구의 목표는 학교 건물과 같은 저층 보-기둥 철근콘크리트 구조 건물에서 프리캐스트 벽패널을 사용한 새로운 내진보강 방법을 개발하는 것이다. 1개의 무 보강 보-기둥 실험체와 U형 PC 벽패널로 보강한 2개의 보강 보-기둥 실험체에 대한 정적 이력 하중실험을 진행하였다. 앵커접합 PR1-UA 실험체와 철판접합 PR1-UP 실험체는 무 보강 실험체보다 평균 2.8배(평균 591.8 kN)의 강도 증가를 보여 주었다. 최대 변위비도 1.4%에서 2.7%사이 값을 보여주었다. RC 골조 우측 상단에서 좌측방향으로 가력 할 때 우측에 있는 RC 기둥과 보강 PC 패널의 수직 요소는 완전 합성상태로 가정하였고, 좌측에 있는 RC 기둥과 PC 패널은 완전 비 합성 거동하는 것으로 가정하여 해석한 결과 전체적인 휨 거동은 실험 결과와 대체적으로 부합하는 것으로 판단되었다.

What Prompted Shadow Banking in China? Wealth Management Products and Regulatory Arbitrage

  • SHAH, Syed Mehmood Raza;LI, Jianjun;FU, Qiang
    • The Journal of Asian Finance, Economics and Business
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    • 제7권12호
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    • pp.63-72
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    • 2020
  • Shadow banking in China has been growing rapidly; banks use wealth management products aggressively to evade regulatory constraints. The loan-to-deposit ratio or LDR targets both sides of the balance sheet; loans in terms of asset-side, and deposits in terms of liabilities-side; banks needed to control and maintain both sides. Regulators restricted Chinese banks to maintain a 75% limit for their loan-depositratio. Banks' needed to either lower their loans or increase the deposits; WMPs helped banks to evade this limit. Banks issue more WMPs to control and manage a 75% statutory ceiling LDR. This WMPs-LDR positive association disappeared post-2015 period. This study empirically examined how Chinese banks use WMPs issuance to avoid regulatory constraints. Quarterly panel data for 30 top Chinese banks were used by analyzing pre-2015 (during the 75% LDR limit) and post-2015 (after removal of the LDR limit). This study also performed fixed-effects model as recommended by the Hausman specification test, with feasible generalized least squares FGLS estimation technique. The results of this study show that for the pre-2015 period, Chinese banks use issuance of WMPs aggressively to manage their LDR limit; this WMPs-LDR relationship disappeared post-2015 period. Moreover, SMBs use WMPs more eagerly as compare to Big4 banks.

A High Efficiency ZVS PWM Asymmetrical Half Bridge Converter for Plasma Display Panel Sustaining Power Module

  • Han Sang-Kyoo;Moon Gun-Woo;Youn Myung-Joong
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2004년도 전력전자학술대회 논문집(2)
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    • pp.537-541
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    • 2004
  • A high efficiency ZVS PWM asymmetrical half bridge converter for a plasma display panel (PDP) sustaining power module is proposed in this paper. To achieve the ZVS of power switches for the wide fond range, n small additional inductor $L_{lkg}$, which also acts as an output filter inductor, is serially inserted to the transformer primary side. Then, to solve the problem related to ringing in the secondary rectifier caused by $L_{lkg}$, the proposed circuit employs a structure without the output filter inductor, which helps the voltages across rectifier diodes to be clamped at the output voltage. Therefore, no dissipative RC (resistor capacitor) snubber for rectifier diodes is needed and n high efficiency as well as low noise output voltage can be realized. In addition, since it has no large output inductor filter, it features a simpler structure, lower cost, less mass, and lighter weight. Moreover, since all energy stored in $L_{lkg}$ is transferred to the output side, the circulating energy problem can be effectively solved. The operational principle, theoretical analysis, and design considerations are presented. To confirm the operation, validity, and features of the proposed circuit, experimental results from a 425W, 385Vdc/170Vdc prototype are presented.

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