• 한국정보통신학회논문지
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• 제24권12호
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• pp.1632-1638
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• 2020

본 논문은 다수의 단말이 다중 빔 위성을 통해 정보를 중심국으로 전송하는 위성 통신 시스템을 고려한다. 위성은 위상 배열 안테나를 탑재하여 서로 다른 대역폭을 가지는 다수의 스팟 빔을 형성한다. 빔 대역폭 할당의 공평성을 최대화하는 최적화 문제를 형성하고 해를 얻기 위한 두 가지 휴리스틱 알고리즘(반복적 빔 대역폭 할당, 자원 요청 비율 기반 빔 대역폭 할당)을 제안한다. 반복적 빔 대역폭 할당 알고리즘은 반복적으로 자원 요청량 대비 할당 대역폭의 비율을 균등화시키며, 자원 요청 비율 기반 빔 대역폭 할당 알고리즘은 요청량 대비 할당량 비율을 이용해 빔 대역폭을 계산한다. 모의실험을 통해서 반복적 빔 대역폭 할당 알고리즘이 최적의 해와 매우 가까운 공평성 성능을 가진다는 것을 확인하였다. 또한, 자원 요청 비율 기반 빔 대역폭 할당 알고리즘은 반복적 빔 대역폭 할당 알고리즘보다 계산 복잡도가 낮은 대신 더 낮은 공평성 성능을 가진다는 것을 확인하였다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 춘계학술대회논문집
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• pp.304-308
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• 2006

The focus of this study is modeling technique for a bellows in vehicle exhaust system. Bellows was developed using tile finite element model by replacing with the equivalent beam. The equivalent beam model were studied in detail. Non-structural node in the cross section of original model is given to expressing their motion. Equivalent mass matrix and stiffness matrix calculated using Guyan reduction method. Material Properties of beam was obtained from the direct comparison between equivalent model and that of Timoshenko beam model. The calculated natural frequencies and mode shape are compared with the reference results and coincided well. The results were compared with the confirmed results, which were in good agreement.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.221-230
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• 2003

Employing classical beam theory for the design of RBS seismic steel moment connections was brought into question in this study, Both the experimental strain data and analytical results from the calibrated finite element analysis confirmed that the shear transfer mechanism in the RBS connection is completely different from that as predicted by classical beam theory Plausible explanations of a higher incidence of brittle fractures observed in the specimens with bolted-webs were presented. It was pointed out that the practice of providing web bolts uniformly along the beam depth is not consistent with the load path identified by both experimental and analytical results. More rational bolted-web details were proposed based on the identified principal load path,.

• Journal of Mechanical Science and Technology
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• 제19권2호
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• pp.589-604
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• 2005

To overcome the drawback of currently available curved beam theories having non-symmetric thin-walled cross sections, a curved beam theory based on centroid-shear center formulation is presented for the spatially coupled free vibration and elastic analysis. For this, the displacement field is expressed by introducing displacement parameters defined at the centroid and shear center axes, respectively. Next the elastic strain and kinetic energies considering the thickness-curvature effect and the rotary inertia of curved beam are rigorously derived by degenerating the energies of the elastic continuum to those of curved beam. And then the equilibrium equations and the boundary conditions are consistently derived for curved beams having non-symmetric thin-walled cross section. It is emphasized that for curved beams with L- or T-shaped sections, this thin-walled curved beam theory can be easily reduced to the solid beam theory by simply putting the sectional properties associated with warping to zero. In order to illustrate the validity and the accuracy of this study, FE solutions using the Hermitian curved beam elements are presented and compared with the results by previous research and ABAQUS's shell elements.

• Advances in aircraft and spacecraft science
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• 제7권4호
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• pp.353-369
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• 2020

This paper presents the flutter analysis and optimum design of axially functionally graded box beam cantilever wing section by considering various geometric and material parameters. The coupled dynamic equations of the continuous model of wing system in terms of material and cross-sectional properties are formulated based on extended Hamilton's principle. By expressing the lift and pitching moment in terms of plunge and pitch displacements, the resultant two continuous equations are simplified using Galerkin's reduced order model. The flutter velocity is predicted from the solution of resultant damped eigenvalue problem. Parametric studies are conducted to know the effects of geometric factors such as taper ratio, thickness, sweep angle as well as material volume fractions and functional grading index on the flutter velocity. A generalized surrogate model is constructed by training the radial basis function network with the parametric data. The optimized material and geometric parameters of the section are predicted by solving the constrained optimal problem using firefly metaheuristics algorithm that employs the developed surrogate model for the function evaluations. The trapezoidal hollow box beam section design with axial functional grading concept is illustrated with combination of aluminium alloy and aluminium with silicon carbide particulates. A good improvement in flutter velocity is noticed by the optimization.

• 한국구조물진단유지관리공학회 논문집
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• 제12권5호
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• pp.152-160
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• 2008

벽식 구조 형식의 아파트는 횡력에 저항하는 주요 부재로 내력벽을 사용하기 때문에 내력벽에 개구부를 설치함으로써 발생하는 단면손실로 인한 내력 손실은 구조물 전체에 심각한 문제를 발생시킬 수도 있다. 또한 개구부 설치에 따라 발생되는 연결보(개구부 상부의 인방)및 연결 슬래브(인방이 없을 경우)에 대한 평가는 미흡한 실정이다. 이에 본 연구에서는 개구부를 설치한 전단벽의 연결부재에 따른 벽체의 거동특성을 알아보고자 1/2 축소된 2층 독립 전단벽체를 계획하였다. 실험결과 개구부 설치에 따른 유효 단면 감소에 의한 내력 감소가 나타났으며, 강성, 에너지 소산능력 등에 있어 연결부재인 연결보와 연결슬래브에 따라 차이를 보였다.

• 콘크리트학회논문집
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• 제14권3호
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• pp.373-381
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• 2002

프리캐스트 프리스트레스트 콘크리트 보의 크기와 자중은 그 운송과 조립에 드는 비용을 결정한다. 본 연구에서는 단면 최적화에 의하여 휨 응력의 구속을 받는 단면의 크기와 초기 긴장력의 크기 등을 결정하여 부재의 자중을 최소화하여 운송 및 시공의 편리성을 극대화하려한다. 프리캐스트 부재는 각 시공단계별 강도, 처짐, 그리고 부재 상, 하단에서 응력검토가 필요하다. 각 단계별 응력 제한치를 만족하는 최소자중 프리캐스트 U형보를 최적설계에 의하여 제안하였다. 최적설계에 의해 제안된 U형보는 기존의 직사각형 단면보다 39~50%까지의 자중감축이 가능할 것으로 예상된다. 본 연구에서 두 개의 대표적인 실물크기 U형보를 실험하였다. 이 실험에서 U형보는 설계하중과 공칭강도를 상회하는 휨강도에서 종국 파괴되었다.

• Steel and Composite Structures
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• 제6권3호
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• pp.203-219
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• 2006

One of the most promising ways through which a steel moment frame may attain high energy dissipating capability is to trim off a portion of the beam flanges near the column face. This type of moment connection, known as Reduced Beam Section (RBS) connection, has notable superiority in comparison with other moment connection types. As the result of the advantages of RBS moment connection, it has widely being used in practice. In spite of the good hysteretic behaviour, an RBS beam suffers from an undesirable drawback, which is local and lateral instability of the beam. The instability in the RBS beam reduces beam load-carrying capacity. This paper aims to investigate key issues influencing cyclic behaviour of RBS beams. To this end, a numerical analysis was conducted on a series of steel subassemblies with various geometric properties. The obtained results together with the existing experimental data are used to study the instability of RBS beams. A new slenderness concept is presented to control an RBS beam for combined local and lateral instability. This concept is in good agreement with the numerical and experimental results. Finally, a model is developed for the prediction of the magnitude of moment degradation owing to the instability of an RBS beam.

• 콘크리트학회논문집
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• 제25권3호
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• pp.283-294
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• 2013

콘크리트 및 철근의 강도는 철근콘크리트 부재의 휨거동 및 연성에 많은 영향을 주며, 설계기준에서는 항복강도가 600 MPa인 고강도 철근의 사용이 허용되고 있다. 고강도 콘크리트가 RC부재의 휨거동에 미치는 영향에 대해서는 많은 연구가 진행되었으나, 고강도 철근에 대해서는 연구가 미흡한 실정이다. 이 연구에서는 고강도 콘크리트 및 철근을 사용한 직사각형 단면 RC 보 단면의 모멘트-곡률 관계를 해석적 방법으로 구하여 다양한 철근 배치 조건하에서 콘크리트 및 철근의 강도가 부재의 휨거동 및 곡률연성지수에 미치는 영향을 분석하였다. 부재의 철근 배치조건에 따라 콘크리트와 철근의 강도가 부재의 휨거동 및 연성지수에 미치는 영향은 다르게 나타났다. 공칭모멘트가 동일한 단면에서는 철근의 항복강도가 400 MPa에서 600 MPa로 증가하면 연성지수는 30% 이상 감소하고, 콘크리트 압축강도가 30 MPa에서 70 MPa로 증가하면 연성지수는 약 3배 증가하였다.

• Steel and Composite Structures
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• 제44권3호
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• pp.437-450
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• 2022

When the vertical load-bearing members in high-rise structures fail locally, the beam-column joints play an important role in the redistribution of the internal forces. In this paper, a static laboratory test of three full-scale flush flange beam-reinforced connections with side and cover plates (CP-FBSP connection) with double half-span steel beams and single L-shaped columns composed of concrete-filled steel tubes (L-CFST columns) was conducted. The influence of the side plate width and cover plate thickness on the progressive collapse resistance of the substructure was thoroughly analyzed. The failure mode, vertical force-displacement curves, strain variation, reaction force of the pin support and development of internal force in the section with the assumed plastic hinge were discussed. Then, through the verified finite element model, the corresponding analyses of the thickness and length of the side plates, the connecting length between the steel beam flange and cover plate, and the vertical-force eccentricity were carried out. The results show that the failure of all the specimens occurred through the cracking of the beam flange or the cover plate, and the beam chord rotations measured by the test were all greater than 0.085 rad. Increasing the length, thickness and width of the side plates slightly reduced the progressive collapse resistance of the substructures. The vertical-force eccentricity along the beam length reduced the progressive collapse resistance of the substructure. An increase in the connecting length between the beam flange and cover plate can significantly improve the progressive collapse resistance of substructures.