• 제목/요약/키워드: Full-wave Moment Analysis

검색결과 8건 처리시간 0.022초

정자표면파 트랜스듀서용 마이크로스트립 선로의 복소 입력 임피던스 Full-Wave 계산 (Full-Wave Calculation of the Complex Input Impedance of Microstrip Line Used for Magnetostatic Surface Wave Transducers)

  • 이재현
    • 한국전자파학회논문지
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    • 제15권4호
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    • pp.345-352
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    • 2004
  • 본 논문은 페라이트 필름을 기반으로 하는 마이크로스트립 선로로부터 여기되는 정자표면파의 복사 임피던스를 full-wave모멘트 해석법을 이용하여 계산하였다. 마이크로스트립 선로 폭과 페라이트 필름 두께 변화에 따른 여 기 특성 변화도 분석하였다. 정자파 근사에 의하여 계산된 복사 저항값은 주파수가 증가할수록 실험 값과 차이가 심해지나, full-wave 해석에 의하여 계산된 복사 저항값은 실험값에 매우 근접함을 알 수 있었다.

규칙파중을 항행하는 선박의 파랑하중해석 (Analysis of Wave Loads of Ships with Advancing Speed in Regular Waves)

  • 이승철;도덕희;구자삼
    • 동력기계공학회지
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    • 제14권1호
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    • pp.53-58
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    • 2010
  • A three-dimensional source distribution method is presented for the prediction of motions and vertical bending moments of ships travelling with forward speed in regular waves. Comparisons between theoretical and experimental results are shown for the motion responses and vertical bending moment of the S175 container ship model by Watanabe et al. The model ship was made of synthetic resins so as to simulate bending rigidity of a full scale ship. Numerical results are compared with experimental and numerical ones obtained in the literature. The results of comparison confirmed the validity of the proposed approach.

모멘트법을 이용한 moreno 방향성 결합기 해석 (Moment method analysis of the moreno directional coupler)

  • 박면주;전대인;안병철;남상욱
    • 한국통신학회논문지
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    • 제21권7호
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    • pp.1842-1849
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    • 1996
  • This paper presents a full-wave, moment method analysis of a Moreno directional coupler with tow crossed-slots between two crossed rectangular waveguides. the overall structure is divided into several rectangular waveguides and cavities by the use of the equivalence principle to the complex slot regions. this enables a simple and efficient analysis involving the well-known retangular waveguide/cavity Green's functions. For a numerically efficient simulation, the roof-top basis expansion and line testing is used and an acceleration technique is applied to the series summation in the Green's functions. The numerical results are compared with the measurements to verify the correctness of the present analysis.

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가장자리 형상의 레이더 반사 면적 해석에서 물리광학기법의 적용 한계 (Allowable limit of physical optics in radar cross section analysis of edge shape)

  • 백상민
    • 한국항공우주학회지
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    • 제46권1호
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    • pp.78-85
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    • 2018
  • 항공기의 레이더 반사 면적을 예측하기 위한 수치해석 방법으로 전파기법(Full-wave method) 또는 점근기법(Asymptotic method)이 주로 이용된다. 전파기법은 점근기법에 비하여 상대적으로 정확한 해석결과를 기대할 수 있으나, 점근기법은 수치적으로 효율성이 높아 레이더 반사 면적 해석 시에는 점근 기법이 보다 널리 활용되고 있다. 그러나 점근기법을 이용하여 레이더 반사 면적을 예측할 때 발생하는 오차는 쉽게 예상하기 어렵다. 본 논문에서는 쐐기-원통형 해석 모델을 구성하고, 가장자리 형상을 변화시키면서 모멘트법과 물리광학기법의 레이더 반사 면적 예측 결과를 비교하여 물리광학기법의 적용 한계를 분석한다. 마지막으로 레이더 반사 면적 예측 시 물리광학기법의 적용 한계에 대한 기준을 제시하고자 한다.

Soil-structure interaction vs Site effect for seismic design of tall buildings on soft soil

  • Fatahi, Behzad;Tabatabaiefar, S. Hamid Reza;Samali, Bijan
    • Geomechanics and Engineering
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    • 제6권3호
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    • pp.293-320
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    • 2014
  • In this study, in order to evaluate adequacy of considering local site effect, excluding soil-structure interaction (SSI) effects in inelastic dynamic analysis and design of mid-rise moment resisting building frames, three structural models including 5, 10, and 15 storey buildings are simulated in conjunction with two soil types with the shear wave velocities less than 600 m/s, representing soil classes $D_e$ and $E_e$ according to the classification of AS1170.4-2007 (Earthquake actions in Australia) having 30 m bedrock depth. Structural sections of the selected frames were designed according to AS3600:2009 (Australian Standard for Concrete Structures) after undertaking inelastic dynamic analysis under the influence of four different earthquake ground motions. Then the above mentioned frames were analysed under three different boundary conditions: (i) fixed base under direct influence of earthquake records; (ii) fixed base considering local site effect modifying the earthquake record only; and (iii) flexible-base (considering full soil-structure interaction). The results of the analyses in terms of base shears and structural drifts for the above mentioned boundary conditions are compared and discussed. It is concluded that the conventional inelastic design procedure by only including the local site effect excluding SSI cannot adequately guarantee the structural safety for mid-rise moment resisting buildings higher than 5 storeys resting on soft soil deposits.

선체의 최종굽힘 모멘트에 대한 신뢰성 검토 (Reliability Assessment against Ultimate Bending Moment of Ships′ Hull Girder)

  • 이주성;양박달치
    • 대한조선학회논문집
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    • 제29권1호
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    • pp.103-112
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    • 1992
  • 선박의 최종굽힘 모멘트는 설계에 적용되는 주요강도로써 이를 추정하는 여러방법들이 제안되었는데, 판과 보강재로 이루어진 구조요소의 압축 최종강도에 대한 추징에서 시작되는 것이 일반적이다. 본 논문에서는 최종굽힘 모멘트를 구하기 위해 보강판의 압축 강도추정을 지금까지 제안된 여러가지 방법을 정리하여 소개하고, 실선 설계에 적용될 수 있는 유용성 측면에서 검토하였다. 그 결과를 이용하여 3척의 살물선에 대한 신뢰성 해석을 수행하였다. 선박에 작용하는 파랑굽힘 모멘트는 선급규정에 의해 계산하였다. 본 연구의 신뢰성 해석 문제는 안전여유식의 형태가 비선형임을 고려하여 Advanced First-Order Reliability Method를 이용하였다. 몇가지의 해석예로부터 선체구조의 신뢰성 검토측면에서 최종강도 추정방법을 비교하였다.

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F. E.-assisted design of the eaves bracket of a cold-formed steel portal frame

  • Lim, J.B.P.;Nethercot, D.A.
    • Steel and Composite Structures
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    • 제2권6호
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    • pp.411-428
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    • 2002
  • Non-linear large-displacement elasto-plastic finite element analyses are used to propose design recommendations for the eaves bracket of a cold-formed steel portal frame. Owing to the thinness of the sheet steel used for the brackets, such a structural design problem is not trivial as the brackets need to be designed against failure through buckling; without availability of the finite element method, expensive laboratory testing would therefore be required. In this paper, the finite element method is firstly used to predict the plastic moment capacity of the eaves bracket. Parametric studies are then used to propose design recommendations for the eaves bracket against two potential buckling modes of failure: (1) buckling of the stiffened free-edge into one-half sine wave, (2) local plate buckling of the exposed triangular bracket area.The results of full-scale laboratory tests on selected geometries of eaves bracket demonstrate that the proposed design recommendations are conservative. The use of the finite element method in this way exploits modern computational techniques for an otherwise difficult structural design problem.

A microstrip folded compact wideband band-pass filter with wide upper stopband

  • Hoseini, Seyyed Mojtaba Seyyed Najjar;Zaker, Reza;Monfaredi, Khalil
    • ETRI Journal
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    • 제43권6호
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    • pp.957-965
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    • 2021
  • A miniaturized wideband band-pass filter with a 3-dB fractional bandwidth of 109.3% (1.53 GHz to 5.22 GHz), high out-of-band attenuation greater than 25 dB, and wide upper stopband up to 14 GHz is proposed. The design consists of a dual-composite right/left handed resonator, embedded open-circuited stub, and a pair of quarter-wavelength short-circuited stubs. These elements are coupled in the near distance to form a miniature filter with a compact occupied area of 0.21 λg×0.19 λg (≈ 0.013 cm2). The optimized filter has multitransmission poles in the passband, substantially improving the return loss and insertion loss characteristics. The behavior of the passband and stopband is verified against the results of a lumped element model and matrix analysis with a full-wave moment-based analysis and actual measurements. The results of this verification and a comparison with the performance of filters in other references indicate that the proposed filter is very efficient and applicable to compact microwave systems.