• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2001년도 하계종합학술대회 논문집(2)
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• pp.181-184
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• 2001

A coplanar waveguide(CPW) on a dielectric substrate consists of a center strip conductor with semi-infinite ground planes on either side. This type of waveguide offers several advantages over microstrip line. It facilitates easy shunt as well as series mounting of active and passive devices. It eliminates the need for wraparound and via holes, and it has a low radiation loss. These, as well as several other advantages, make CPW ideally suited for microwave integrated circuit applications. However, very little information is available in the literature on models for CPW discontinuities. This lack of sufficient discontinuity models for CPW has limited the application of CPW in microwave circuit design. We presented for the characteristics of coplanar waveguide open end capacitance and series gap capacitance. Measurements by utilizing the resonance method were made and the experimental data confirmed the validity of theories. The relationships between the CPW capacitances and the physical dimensions were studied.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1995년도 가을 학술발표회 논문집
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• pp.27-34
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• 1995

Elastic and in-elastic buckling stress analyses are executed by the semi-analytical finite strip method to study the effect of the longitudinal stiffener on the web of box girders. The simple analysis procedure is based on the assumption that the vertical stiffeners has the rigidity enough to force nil deflection line on the web panel so that the boundary condition may be regarded as a hinge. The provisions on the longitudinal stiffeners in plate girders of the Korean Standard Highway Bridge Specifications(1992) are investigated through comparison with the results obtained for various web stiffener size of box girders of the medium span length bridges.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1999년도 가을 학술발표회 논문집
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• pp.87-94
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• 1999

The structural behavior of welded steel box columns subjected to axial compression and combined load of axial and horizontal load is described. The nonlinear stress-strain relation of the material and residual stress resulted from welds were included in the analysis. Inelastic buckling analysis of hollow rectangular sections of various width-thickness and slenderness ratios was carried out using the semi-analytical and spline finite strip method to investigate the local and global bucking stress and mode interaction. The buckling stress was compared with test results and design curves. Post-buckling behavior was traced by the finite element program(ADINA) and compared with experimental results. The comparison showed that the ultimate stress can be used for the design purpose.

• Steel and Composite Structures
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• 제45권2호
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• pp.175-191
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• 2022

A review of previous studies shows that although there is a considerable difference between buckling loads of structures under follower and non-follower lateral loads, only the buckling load of FGM elliptical cylindrical shell under non-follower lateral load was investigated in the literature. This study is the first to obtain the buckling load of elliptical FGM cylindrical shells under follower lateral load and also make a comparison between buckling loads of elliptical FGM cylindrical shells under follower and non-follower lateral loads. Moreover, this research is the first one to derive the load potential function of elliptical cylindrical shell. In this regard, the FGM cylindrical elliptical shell was modeled using the semi-analytical finite strip method and based on the First Shear Deformation Theory (FSDT). The shell is discretized by strip elements aligned in the longitudinal direction. The Lagrangian and harmonic shape functions were considered in the circumference and longitudinal directions, respectively. The buckling pressure of the shell under follower and non-follower lateral loads was obtained from eigenvalue problem. The results obtained from the model were compared with those presented in the literature to evaluate the validity of the model. A comparison index was defined to compare the buckling loads of the shell under follower and non-follower lateral load. A parametric study was carried out to investigate the effects of material properties and shell geometry characteristics on the comparison index. For the elliptical cylindrical shells with length-to-radius ratio greater than 16 and major-to-minor axis ratio greater than 0.6, the comparison index reaches to more than 20 percent which is significant. Moreover, the maximum difference is about 30 percent in some cases. The results obtained from the parametric study indicate that the buckling load of long elliptical cylindrical shell under non-follower load is not reliable.

• 한국강구조학회 논문집
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• 제16권4호통권71호
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• pp.479-492
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• 2004

본 연구에서는 강상판의 U리브를 현장에서 상향의 용접자세로 용접이음을 실시할 경우, 용접이음부에는 시공오차에 의한 단차가 발생하고, 응력집중이 발생하기 쉽다. 따라서 본 연구에서는 이면재가 부착된 용접이음부에 대해 응력해석 및 실험을 실시하였다. 이면재가 부착된 U리브 용접이음부의 단차, 루트부 형상, 루트갭 및 이면재의 폭과 두께를 변화시켜 응력해석을 실시한 결과, 단차가 커질수록 응력집중계수는 현저히 증가하였으며, 루트갭도 커질수록 응력집중계수가 증가하는 것을 알 수 있었다. 또한 단차 및 루트갭이 동일한 경우에는 루트부 형상이 직각인 경우보다 반원인 경우에 응력집중계수가 작게 나타났으며, 이면재의 폭 및 두께는 응력집중계수에 그다지 영향을 미치지 않는 것으로 나타났다. 이면재가 부착된 시험편의 피로실험에서는 단차가 커질수록 피로수명이 현저히 저하되었으며 피로균열은 이면재가 부착된 모재측 루트부에서 발생하여 용접비드 표면측으로 전파하였다. 응력해석에서 루트부의 형상이 반원인 경우, 응력집중계수가 작게 나타나므로, 용접조건을 변화시켜 루트부 곡률반경 및 플랭크각을 제어하는 루트부 형상제어법를 개발하였다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2017년도 추계학술대회
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• pp.236-237
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• 2017

본 연구에서는 Begovic and Bertorello (2014)의 고속활주선 모델시리즈 중 Warped hull 2의 실험결과를 규칙파 파랑조건을 바탕으로 2가지 기법(스트립 기법 및 CFD)의 수치해석 결과를 비교하였다. 선속의 경우, 총 3가지(3.4m/s, 4.6m/s, 5.75m/s)를 사용하였으며, 속도영역은 반활주 및 활주영역에 해당한다. 결론적으로, 스트립기법의 경우, ${\lambda}/LOA=2-4$ 구간에서 공진현상이 발생하여 다른 구간 대비 높은 운동응답 값을 보이는데, 이는 실험값과 상이함을 확인하였다. CFD의 경우, 전반적인 경향은 실험값과 일치하는 것을 확인하였고, ${\lambda}/LOA=0.5-2.5$ 구간에서 실험값 대비 다소 큰 운동응답 값을 보였다. 이러한 형상은 속도가 증가할수록 격차가 커지는 것을 확인하였으며, ${\lambda}/LOA=2.5-5.2$에 비해 파고에 배치된 높이방향 격자수가 상대적으로 적기 때문에 오차가 발생한 것으로 판단된다.

• 대한의용생체공학회:의공학회지
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• 제19권5호
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• pp.477-486
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• 1998

본 연구에서는 요분석용 스트립을 이용하여 요의 상태를 정량적·정성적으로 측정할 수 있는 요분석시스템을 구현하였다. 요분석시스템의 분석 알고리듬은 온도 변화, 전원 노이즈 통의 외란에 강인한 특성을 나타내기 위하여 퍼지 논리를 적용하였다. 강인하고 안정적인 요분석시스템을 설계하기 위하여 스트립 9가지 패드의 분강학적 특성을 검토하였다. 요분석시스템 하트웨어와 소프트웨어로 구성되었다. 요분석시스템의 하드웨어는 단일칩 마이크로프로세서를 사용하였고, 주변장치들로는 광하부, 트레이 제어, 전치증폭부, PC와의 통신, 열전사 프린터 및 동작 상태 표시기로 구성하였다. 요분석시스템의 소프트웨어는 시스템 프로그램과 분류 프로그램으로 구성하였다. 시스템 프로그램은 시스템 제어와 데이터 취득 및 분석을 수행하도록 하였다. 분규 프로그램은 퍼지추론부와 멤버쉽함수 발생기로 구성되었다 멤버쉽함수 발생기는 정도관리의 통계학적 방법을 이용하여 삼각형 멤버쉽함수를 생성하였다. 측정된 데이터는 PC로 전송되고, 전송된 데이터는 C++로 작성된 데이터 관리 및 취득 프로그램에 의해 저장된다. 요분석시스템의 정확도와 퍼지분류기의 안정성은 표준시료를 이용하여 평가하였다. 실험결과는 검사항목과 만족한 일치를 보였다.

• Journal of Welding and Joining
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• 제34권1호
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• pp.68-74
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• 2016

Adoption of narrow gap welding shall be increased for the butt joint of thick plate, because the deformation and welding cost is reduced by decrease of cross-sectional area. However, sometimes narrow gap causes defects such as lack of fusion since it has small groove angle and narrow groove width. Therefore, GMAW, GTAW and SAW process shall be adopted to narrow gap welding with small bead hight and low deposition rate. In this study, Super-TIG welding using C-type strip was applied to semi-narrow gap butt joint in order to increase the welding productivity. High deposition rate 10kg/hr was obtained by high current 600A without undercut, humping bead and other welding defects. Measuring the mean and standard deviation of the melting depth to evaluate the developed processes, the fusion line type was determined by measuring the difference between maximum and minium melting depth. Furthermore, a model on arch fusion line and linear fusion line was suggested in order to prevent LF on groove wall in narrow gap butt welding.

• 전자공학회논문지A
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• 제32A권12호
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• pp.184-197
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• 1995

In this paper, high speed IC package-to-package interconnections are modeled as lossless multiconductor transmission lines operating in the TEM mode. And, three mathematical algorithms for computing electrical parameters of the lossless multiconductor transmission lines are described. A semi-analytic Green's function method is used in computing per unit length capacitance and inductance matrices, a matrix square root algorithm based on the QR algorithm is used in computing a characteristic impedance matrix, and a matrix algorithm based on the theory of M-matrix is used in computing a diagonally matched load impedance matrix. These algorithms are implemented in a computer program DIME (DIagonally Matched Load Impedance Extractor) which computes electrical parameters of the lossless multiconductor transmission lines. Also, to illustrate the concept of design database for high speed IC package-to-package interconnection, a database for the multi conductor strip transmission lines system is constructed. This database is constructed with a sufficiently small number of nodes using the multi-dimensional cubic spline interpolation algorithm. The maximum interpolation error for diagonally matched load impedance matrix extraction from the database is 1.3 %.

• Steel and Composite Structures
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• 제11권3호
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• pp.251-271
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• 2011

To make direct comparisons regarding the cyclic behavior of thin steel plate shear walls (TSPSWs) with different infill-to-boundary frame connections, two TSPSWs were tested under quasi-static conditions, one having the infill plate attached to the boundary frame members on all edges and the other having the infill plate connected only to the beams. Also, the bare frame that was used in the TSPSW specimens was tested to provide data for the calibration of numerical models. The connection of infill plates to surrounding frames was achieved through the use of self-drilling screws to fish plates that were welded to the frame members. The behavior of TSPSW specimens are compared and discussed with emphasis on the characteristics important in seismic response, including the initial stiffness, ultimate strength and deformation modes observed during the tests. It is shown that TSPSW specimens achieve significant ductility and energy dissipation while the ultimate failure mode resulted from infill plate fracture at the net section of the infill plate-to-boundary frame connection after substantial infill plate yielding. Experimental results are compared to monotonic pushover predictions from computer analysis using strip models and the models are found to be capable of approximating the monotonic behavior of the TSPSW specimens.