• 제목/요약/키워드: 3D beam

검색결과 1,681건 처리시간 0.028초

이중대역 기지국용 빔 스캔 안테나 설계 (Design of Antenna for Beam Scanning for Dual-Band base station)

  • 고진현;장재수;하재권;박세훈
    • 한국정보통신학회:학술대회논문집
    • /
    • 한국해양정보통신학회 2006년도 춘계종합학술대회
    • /
    • pp.632-636
    • /
    • 2006
  • 기지국 및 중계기를 통한 다양한 무선 통신 서비스 및 통화품질 개선을 위해서는 사용 환경과 계절 및 시간대에 따른 전파의 특성과 차량 및 고객의 유동 특성 등을 감안한 기지국 안테나의 셀 영역 제어가 필요하다. 본 논문은 사용 환경 조건에 따라 특정 방향으로 지향 이득을 제어하여 빔 스캔 특성을 얻을 수 있는 이중 대역 기지국 안테나 시스템을 제안하고 이를 구현하였다. 제작된 안테나의 방사부는 5.8GHz 대역의 ITS용 $1\times3$ Sub-Array 2개와 2.3GHz 대역의 WiBro용으로 Single 방사소자 2개로 구성된다. 각각은 ITS용 13dBi, WiBro용 12dBi의 이득을 얻었다. RF Mdodule은 스위치, 증폭기, PAD, 3-Bit 위상천이기, Power Divider로 구성했다. 위상은 $45^{\circ},\;90^{\circ},\;180^{\circ}$의 3-Bit 위상 천이기를 사용함으로써, 빔 스캔 범위는 ITS용으로 $0^{\circ}$에서 최대 $19^{\circ}$까지, WiBro용으로 $0^{\circ}$에서 최대 $45^{\circ}$까지 전자식 제어가 가능하도록 설계하였고, 제작 측정하여 설계치와 비교 분석하였다.

  • PDF

MRPBI를 이용한 3D Feed Horn Shape MEMS Antenna Array의 제조 (Fabrication Method of 3D Feed Horn Shape MEMS Antenna Array Using MRPBI(Mirror Reflected Parallel Beam Illuminator) with Inclined X-Y-Z Stage)

  • 박종연;김근태;문성욱;박정호;박종오
    • 대한전기학회:학술대회논문집
    • /
    • 대한전기학회 2001년도 하계학술대회 논문집 C
    • /
    • pp.1914-1917
    • /
    • 2001
  • 3D Feed Horn Shape MEMS Antenna Array는 적외선 이미지 소자 또는 Tera hertz band 등에서 많은 응용을 할 수 있는 장점을 가진 MEMS 구조체 이다. 하지만 일반적인 MEMS 공정을 이용해서 3D Feed Horn Shape MEMS antenna array를 구현하기는 적합하지 않았다. 본 논문에서는 마스크와 웨이퍼가 일체 된 형태의 경사된 척이 초 저속으로 회전하면서 노광을 할 수 있는 새로운 방식과 미러 반사구조를 이용해서 평행광을 얻을수 있는 노광장치 (MRPBI : Mirror Reflected Parallel Beam Illuminator) System제작방법을 제안하였다. 3D Feed Horn Shape MEMS Antenna의 구조적인 high apect ratio의 특성에 의해서 SU-8과 PMER Negative Photo resist를 이용한 기본적인 실험을 통해 3D 구조체의 구현 가능성을 증명하였다. 또한 Microbolometer의 성능향상을 위한 이론적인 3D MEMS Antenna Model들을 HFSS(High Frequency Structure Simulator)을 이용해서 그 최적구조를 제안하고 3D MEMS Antenna Gain 값을 비교 분석하였다.

  • PDF

3D thermo-hydro-mechanical coupled discrete beam lattice model of saturated poro-plastic medium

  • Hadzalic, Emina;Ibrahimbegovic, Adnan;Dolarevic, Samir
    • Coupled systems mechanics
    • /
    • 제9권2호
    • /
    • pp.125-145
    • /
    • 2020
  • In this paper, we present a 3D thermo-hydro-mechanical coupled discrete beam lattice model of structure built of the nonisothermal saturated poro-plastic medium subjected to mechanical loads and nonstationary heat transfer conditions. The proposed model is based on Voronoi cell representation of the domain with cohesive links represented as inelastic Timoshenko beam finite elements enhanced with additional kinematics in terms of embedded strong discontinuities in axial and both transverse directions. The enhanced Timoshenko beam finite element is capable of modeling crack formation in mode I, mode II and mode III. Mode I relates to crack opening, mode II relates to in-plane crack sliding, and mode III relates to the out-of-plane shear sliding. The pore fluid flow and heat flow in the proposed model are governed by Darcy's law and Fourier's law for heat conduction, respectively. The pore pressure field and temperature field are approximated with linear tetrahedral finite elements. By exploiting nodal point quadrature rule for numerical integration on tetrahedral finite elements and duality property between Voronoi diagram and Delaunay tetrahedralization, the numerical implementation of the coupling results with additional pore pressure and temperature degrees of freedom placed at each node of a Timoshenko beam finite element. The results of several numerical simulations are presented and discussed.

Strain penetration of high-strength steel bars anchored in reinforced concrete beam-column connections

  • Li, Ling;Zheng, Wenzhong;Wang, Ying
    • Structural Engineering and Mechanics
    • /
    • 제72권3호
    • /
    • pp.367-382
    • /
    • 2019
  • This paper presents experimental and analytical investigations on additional fixed-end rotations resulting from the strain penetration of high-strength reinforcement in reinforced concrete (RC) beam-column connections under monotonic loading. The experimental part included the test of 18 interior beam-column connections with straight long steel bars and 24 exterior beam-column connections with hooked and headed steel bars. Rebar strains along the anchorage length were recorded at the yielding and ultimate states. Furthermore, a numerical program was developed to study the effect of strain penetration in beam-column connections. The numerical results showed good agreement with the test results. Finally, 87 simulated specimens were designed with various parameters based on the test specimens. The effect of concrete compressive strength ($f_c$), yield strength ($f_y$), diameter ($d_b$), and anchorage length ($l_{ah}$) of the reinforcement in the beam-column connection was examined through a parametric study. The results indicated that additional fixed-end rotations increased with a decrease in $f_c$ and an increase in $f_y$, $d_b$ and $l_{ah}$. Moreover, the growth rate of additional fixed-end rotations at the yielding state was faster than that at the ultimate state when high-strength steel bars were used.

해석모델링 방법에 따른 선체거더의 수중폭발 휘핑응답 비교 (Comparison of UNDEX Whipping Response of Hull Girder according to Modeling Methods)

  • 권정일;정정훈;이상갑
    • 대한조선학회논문집
    • /
    • 제42권6호
    • /
    • pp.631-636
    • /
    • 2005
  • One and three dimensional whipping response analyses of a naval surface combatant subjected to an underwater explosion bubble pulse were carried out to compare the efficiency and accuracy according to the modeling methods. In 1-D analysis, program UNDEXWHIP developed by KIMM was used, which is based on the thin-walled Timoshenko's beam theory and on the modal analysis method using wetted vibratory modes of the hull girder. In 3-D analysis, three finite element models were suggested using LS-DYNA/USA code, such as 3-D beam model considering geometric shape of wetted side shell, coarse and fine 3-D F.E. models. Through the comparison of results from the 1-D and 3-D analyses, it could be confirmed that 1-D analysis result is in good agreement with 3-D analysis ones, and that fine 3-D F.E. model, shock analysis one, is also used both in the shock response and whipping response analyses for the analyst effort and time savings.

Comparative performance of seismically deficient exterior beam-column sub-assemblages of different design evolutions: A closer perspective

  • Kanchana Devi, A.;Ramanjaneyulu, K.
    • Earthquakes and Structures
    • /
    • 제13권2호
    • /
    • pp.177-191
    • /
    • 2017
  • In the present study, exterior beam column sub-assemblages are designed in accordance with the codal stipulations prevailed at different times prior to the introduction of modern seismic provisions, viz., i) Gravity load designed with straight bar anchorage (SP1), ii) Gravity load designed with compression anchorage (SP1-D), iii) designed for seismic load but not detailed for ductility (SP2), and iv) designed for seismic load and detailed for ductility (SP3). Comparative seismic performance of these exterior beam-column sub-assemblages are evaluated through experimental investigations carried out under repeated reverse cyclic loading. Seismic performance parameters like load-displacement hysteresis behavior, energy dissipation, strength and stiffness degradation, and joint shear deformation of the specimens are evaluated. It is found from the experimental studies that with the evolution of the design methods, from gravity load designed to non-ductile and then to ductile detailed specimens, a marked improvement in damage resilience is observed. The gravity load designed specimens SP1 and SP1-D respectively dissipated only one-tenth and one-sixth of the energy dissipated by SP3. The specimen SP3 showcased tremendous improvement in the energy dissipation capacity of nearly 2.56 times that of SP2. Irrespective of the level of design and detailing, energy dissipation is finally manifested through the damage in the joint region. The present study underlines the seismic deficiency of beam-column sub-assemblages of different design evolutions and highlights the need for their strengthening/retrofit to make them fit for seismic event.

콘빔CT 촬영 시 mAs의 변화에 따른 피부선량과 영상 품질에 관한 평가 (Evaluation of Skin Dose and Image Quality on Cone Beam Computed Tomography)

  • 안종호;홍채선;김진만;장준영
    • 대한방사선치료학회지
    • /
    • 제20권1호
    • /
    • pp.17-23
    • /
    • 2008
  • 목 적: 선형가속기에 부착된 온보드영상장치(On-Board Imager)를 이용한 콘빔CT (Cone Beam Computerized Tomography)는 환자의 셋업 오차 확인 및 보정, 장기 및 표적의 움직임 확인이 용이한 장점이 있는 영상유도방사선 치료 장비이다. 하지만 촬영 시 받게 되는 imaging dose는 2차 암 발생위험의 원인이 된다. 이에 본 저자는 촬영조건(mAs)을 변화시킨 4가지 촬영 mode로 피부선량과 영상 품질을 비교 평가하여 적정한 촬영 mode를 제시하고자 한다. 대상 및 방법: 인체 모형 팬톰(RANDO phantom)을 사용하여 열형광선량계(TLD-100, Harshaw)를 두부, 흉부, 복부로 나누어 각 부위별로 8개씩 위치시킨 후 4가지의 촬영 mode (A: 125 kvp 80 mA 25 ms, B: 125 kvp 40 mA, 25 ms, C: 125 kvp 80 mA 10 ms, D: 125 kvp 40 mA, 10 ms)로 피부선량(skin dose)을 각각 3회씩 측정한 후 그 평균값을 얻어 평가하였고 catphan 504 phantom을 이용하여 장비 제조사의 영상 품질 정도관리 protocol에 따라서 각 촬영 mode 별 영상품질(image quality)을 비교 분석하였다. 결 과: 피부선량을 측정한 결과 두부에서는 A mode: 8.96 cGy, B mode: 4.59 cGy, C mode: 3.46 cGy, D mode: 1.76 cGy였고, 흉부는 A mode: 9.42 cGy, B mode: 4.58 cGy, C mode: 3.65 cGy, D mode: 1.85 cGy가 복부에서는 A mode: 9.97 cGy, B mode: 5.12 cGy, C mode: 4.03 cGy, D mode: 2.21 cGy의 값으로 측정이 되었다. 이는 A mode를 기준으로 약 B mode는 50%, C mode 60%, D mode는 80%의 선량 감소를 나타내었다. 영상품질 평가 항목인 HU reproducibility, Low contrast resolution, Spatial resolution (high contrast resolution), HU uniformity를 분석한 결과 모든 촬영mode에서 장비제조사에서 제시하는 tolerance 이내의 값으로 평가되었다. 결 론: 콘빔CT에 있어서 좋은 영상품질을 유지하면서 imaging dose를 줄이는 것은 중요하다. 이에 본 실험결과를 바탕으로 하여 soft tissue가 관심영역일 경우는 A mode로 두부 촬영 시 bone이 관심영역일 경우 D mode가 일반적인 경우에는 B, C mode가 적용 가능하리라 생각된다. 또한 콘빔CT촬영으로 인해 증가되는 2차 암 발생위험은 낮은 mAs의 촬영조건을 선택함으로써 줄일 수 있을 것이다.

  • PDF

Multiphysics response of magneto-electro-elastic beams in thermo-mechanical environment

  • Vinyas, M.;Kattimani, S.C.
    • Coupled systems mechanics
    • /
    • 제6권3호
    • /
    • pp.351-367
    • /
    • 2017
  • In this article, the multiphysics response of magneto-electro-elastic (MEE) cantilever beam subjected to thermo-mechanical loading is analysed. The equilibrium equations of the system are obtained with the aid of the principle of total potential energy. The constitutive equations of a MEE material accounting the thermal fields are used for analysis. The corresponding finite element (FE) formulation is derived and model of the beam is generated using an eight noded 3D brick element. The 3D FE formulation developed enables the representation of governing equations in all three axes, achieving accurate results. Also, geometric, constitutive and loading assumptions required to dimensionality reduction can be avoided. Numerical evaluation is performed on the basis of the derived formulation and the influence of various mechanical loading profiles and volume fractions on the direct quantities and stresses is evaluated. In addition, an attempt has been made to compare the individual effect of thermal and mechanical loading with the combined effect. It is believed that the numerical results obtained helps in accurate design and development of sensors and actuators.