• 제목/요약/키워드: coupling beam

검색결과 491건 처리시간 0.026초

밀리미터파 대역 제2고조파 발진기 결합계의 위상차 배열 동작 (Phased Array Behavior of the Coupling of the Millimeter Wave Second Harmonic Oscillator)

  • 최영규;김기래
    • 전기학회논문지
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    • 제64권3호
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    • pp.438-444
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    • 2015
  • A new approach to the active phased arrays for the second harmonic generation is presented. Phase variation between the second harmonic oscillators by the mutual synchronization is analyzed theoretically. In this coupling, the active antenna consists of the FET oscillator which plays two roles in fundamental oscillation and frequency multiplying, and the patch antenna resonated at the second harmonic frequency. The radiated second harmonic wave was scanned by varying the free-running oscillation frequencies of the active antennas. In the experiment using the 2-elements array and the 4-elements array, the radiated beam of the second harmonic wave was scanned more widely compared with the case of the fundamental wave radiation.

철근 콘크리트 연결보의 전단 저항 기구와 변형 능력 (The Mechanism of Shear Resistance and Deformability of Reinforced Concrete Coupling Beams)

  • 장상기;홍성걸
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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    • pp.50-53
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    • 2006
  • An experimental investigation on the behavior of reinforced concrete coupling beams is presented. The test variables are the span-to-depth ratio, the ratio of flexural reinforcement and the ratio of shear rebar. The distribution of arch action and truss action which compose the mechanism of shear resistance is discussed. This study proposes the deformation model for reinforced concrete coupling beams considering the bond slip of flexural reinforcement. The yielding of flexural reinforcements determines yielding states and the ultimate states of reinforced concrete coupling beam are defined as the ultimate compressive strain of struts and the degradation of compressive strength due to principal tensile strain of struts. It is expected that this model can be applied to displacement-based design methods.

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렌즈에 따른 광콜리메이터 성능 비교 분석 (Analysis add Comparison of the Performance of Optical Collimator by Lenses)

  • 선화영;최두선;제태진;최기봉;김동식
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2002년도 추계학술대회 논문집
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    • pp.132-136
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    • 2002
  • Optical collimating lenses are play a role as maintenance parallel light and as a kind of optical collimating lens, there is Ball lenses, GRIN-rod lenses, spherical lenses and aspherical lenses etc. but recently GRIN lens has monopolized a market. The performance of optical collimator depended on the coupling efficiency. In this paper, we were compared and analyzed to be measured values of coupling efficiency with respect to optical working distance using GRIN rod lenses and spherical lenses. In the case of GRIN lenses with a beam size of 420 ${\mu}{\textrm}{m}$, the minimum coupling efficiency was obtained to a measured value of 0.15 ㏈ and in the case of spherical lenses was obtained to a measured value of 0.12 ㏈ on the same condition. In results, we found that a performance of spherical lenses be better as compared with a that of GRIN lens.

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철골 커플링 보의 내진거동 (Seismic Behavior of Steel Coupling Beams)

  • 박완신;윤현도;황선경;한병찬;한민기;이종성
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.93-96
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    • 2004
  • Since a ductile coupled shear wall system is the primary seismic load resisting systems of many structures, a coupling beams of these system must exhibit excellent ductility and energy absorption capacity. In this paper, the seismic response of coupled shear wall system is discussed. The cyclic response of steel coupling beams embedded into reinforced concrete boundary elements was studied. Three half-scale subassemblies representing a portion of a prototype structure were designed. constructed, and tested. The main test variables were the connection details of hybrid coupled shear wall. These efforts have resulted in details for increasing the seismic capacity of steel coupling beam in the seismic behavior of buildings.

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철근 콘크리트 연결보의 하중 전달 기구와 변형 능력 (The Mechanism of Shear Resistance and Deformability for Reinforced Concrete Coupling Beams)

  • 홍성걸;장상기
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2006년도 학술발표회 논문집
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    • pp.233-240
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    • 2006
  • An experimental investigation on the behavior of reinforced concrete coupling beams is presented. The test variables are the span-to-depth ratio, the ratio of flexural reinforcement and the ratio of shear rebar. The distribution of arch action and truss action which compose the mechanism of shear resistance is discussed. This study proposes the deformation model for reinforced concrete coupling beams considering the bond slip of flexural reinforcement. The yielding of flexural reinforcements determines yielding states and the ultimate states of reinforced concrete coupling beam are defined as the ultimate compressive strain of struts and the degradation of compressive strength due to principal tensile strain of struts. It is expected that this model can be applied to displacement-based design methods.

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SMA 선이 삽입된 복합재 보의 굽힘 및 비틀림 해석 (The Bending and Twisting Analysis of SMA/Composite Beams)

  • 박범식;김철
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2001년도 춘계학술발표대회 논문집
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    • pp.151-154
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    • 2001
  • Shape memory alloy (SMA) has demonstrated its potentials for various smart structure applications. SMA wires undergo a reversible phase transformation from martensite to austenite as temperature increases. This transformation leads to shape recovery and associated recovery strains. If SMA actuators are embedded off the neutral surface and are oriented in arbitrary angles with respect to a beam axis, then the beam bends and twists due to the coupling effects of recovery strains activated. In this study, the bending and twisting of a SMA/Composite beam were controlled by both electric resistive heating and passive elastic tailoring. 3-dimensional finite element formulations were derived and validated to analyze the responses of the SMA/Composite beam. Numerical results show that the shape of the SMA/Composite beam can be controlled by judicious choices of control temperatures, SMA angles, and elastic tailoring.

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가진 하부시스템의 유한 모빌리티를 고려한 연성 보의 SEA 적용 (SEA of Coupled Beams considering Finite Mobility of Excited Subsystem)

  • 임종윤;홍석윤
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 추계학술대회논문집
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    • pp.79-83
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    • 2005
  • SEA is a useful tool to predict noise and vibration response in high frequency region but has a weak point not to be able to express modal behavior in low frequency region. For a structure with middle subsystem having relatively higher modal density than excited subsystem and receiving subsystem, we studied the possibility that the modal behavior of receiving subsystem can express by considering finite mobility of excited subsystem. For a simply three-coupled beams which is chosen for feasibility study, the response of receiving beam was investigated with varying the length & area moment of inertia of middle beam. In case that the middle beam has relatively higher modal density than exciting beam, the application to finite mobility of excited beam led to express modal behavior of receiving beam relatively well.

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Behavior of strengthened reinforced concrete coupling beams by bolted steel plates, Part 2: Evaluation of theoretical strength

  • Zhu, Y.;Su, R.K.L.
    • Structural Engineering and Mechanics
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    • 제34권5호
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    • pp.563-580
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    • 2010
  • Composite beams using bolts to attach steel plates to the side faces of existing reinforced concrete (RC) coupling beams can enhance both their strength and deformability. The behavior of those composite beams differs substantially from the behavior of typical composite beams made up of steel beams and concrete slabs. The former are subjected to longitudinal, vertical and rotational slips, while the latter only involve longitudinal slip. In this study, a mixed analysis method was adopted to develop the fundamental equations for accurate prediction of the load-carrying capacity of steel plate strengthened RC coupling beams. Then, a rigid plastic analysis technique was used to cope with the full composite effect of the bolt group connections. Two theoretical models for the determination of the strength of medium-length plate strengthened coupling beams based on mixed analysis and rigid plastic methods are presented. The strength of the strengthened coupling beams is derived. The vertical and longitudinal slips of the steel plates and the shear strength of the anchor-bolt connection group is considered. The theoretical models are validated by the available experimental results presented in a companion paper. The strength of the specimens predicted from the mixed analysis model is found to be in good agreement with that from the experimental results.

상호 간섭 영향을 고려한 평면 배열형 음향 트랜스듀서의 방사 출력 예측 (A Prediction of Radiation Power for the Planar Array Acoustic Transducer Considering Mutual Coupling Effects)

  • 이종길;서인창
    • 한국음향학회지
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    • 제15권1호
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    • pp.17-22
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    • 1996
  • 소나 시스템에 주로 사용이 되는 평면 배열형 음향 트랜스듀서는 수중에서 음을 방사하여 빔(beam)을 형성하게 된다. 이러한 빔은 트랜스듀서 진동체에서 발생하는 음향 출력이 공간상에 분포되어 일어난다. 따라서 방사 출력의 산출은 트랜스듀서의 성능 및 효율을 예측하는데 필요하다. 본 논문에서는 무한 배플에 고정된 9개의 음향 진동체를 모델로 선정하였다. 개별 진동체에서의 음향 방사량은 자기방사 및 상호방사의 조합으로 표현이 되며 전기적 등가회로 기법을 이용하여 진동체 상호간의 음향 간섭 영향을 고려하여 평면 배열형 음향 트랜스듀서 진동체의 방사 출력 예측 기법을 제안 하였다.

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이온빔 플라즈마 처리된 플라스틱 기판에 의한 OLED의 광추출 효율 향상 (Improvement of Out-coupling Efficiency of Organic Light Emitting Device by Ion-beam Plasma-treated Plastic Substrate)

  • 김현우;송태민;이형준;전용민;권정현
    • 반도체디스플레이기술학회지
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    • 제21권2호
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    • pp.7-10
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    • 2022
  • A functional polyethylene terephthalate substrate to increase light extraction efficiency of organic light-emitting diodes is studied. We formed nano-structured PET surfaces by controlling the power, gas, and exposure time of the linear ion-beam. The haze of the polyethylene terephthalate can be controlled from 0.2% to 76.0% by changing the peak-to-valley roughness of nano structure by adjusting the exposure cycle. The treated polyethylene terephthalate shows average haze of 76.0%, average total transmittance of 86.6%. The functional PET increases the current efficiency of organic light-emitting diodes by 47% compared to that of organic light-emitting diode on bare polyethylene terephthalate. In addition to polyethylene terephthalate with light extraction performance, by conducting additional research on the development of functional PET with anti-reflection and barrier performance, it will be possible to develop flexible substrates suitable for organic light-emitting diodes lighting and transparent flexible displays.