• 한국위성정보통신학회논문지
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• 제11권4호
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• pp.107-113
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• 2016

본 논문에서는 5.9 GHz에서 동작하는 광대역의 Butler Matrix에 기반한 차량 간 통신(V2X)용 안테나의 설계법이 제시된다. V2X가, 교통 시스템의 지능화, 모바일 통신 기능의 다각화, 주파수 자원의 포화문제 해소, 신호 송수신의 효율성을 극대화를 위한 빔 형성 및 빔 조향 안테나를 필요로 함에 따라, 부피가 크지 않으면서 요구사항을 충족할 수 있는 Butler Matrix 급전부와 그에 연결된 방사체를 구현한다. 기본적인 Butler Matrix를 구성하는 협대역 부품들과 방사체가 먼저 설계된 다음, 안테나 시스템의 차량 장착시에 발생될 주파수 천이에 대해 영향을 크게 받지 않기 위한 광대역용 Butler matrix의 구성품들이 설계된다. 협대역과 광대역 구조들의 성능들이 서로 비교되어, 빔 형성 및 빔 조향의 공통된 성능을 보이는 동시에, 주파수 영역에서 대역폭 관점에서의 차별성이 도시된다.

• 한국전산구조공학회논문집
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• 제28권3호
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• pp.259-266
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• 2015

본 논문에서는 유공형 강판의 횡방향 보강간격에 따른 넓은 보의 전단성능을 실험적으로 평가하기 위하여 횡방향 전단보강 간격과 넓은 보의 유효깊이를 변수로 고려하였다. 시험체는 총 8개로 유공형 강판으로 전단보강한 시험체가 5개, 무보강 시험체가 3개이다. 균열 및 파괴유형, 변형률과 하중-변위 곡선을 분석하였다. 유공형 전단보강재의 전단강도 기여분을 분석하고, 횡방향 전단보강의 최대간격을 제안하였다. 횡방향 전단보강 개수가 2개인 시험체에 비해 3개인 시험체에서 전단강도가 크게 나타났으며 유효깊이가 증가할수록 전단강도가 크게 나타났다.

• 한국레이저가공학회:학술대회논문집
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• 한국레이저가공학회 1998년도 춘계학술발표대회 초록개요집
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• pp.51-53
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• 1998

• 교육녹색환경연구
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• 제10권2호
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• pp.1-7
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• 2011

An experimental study to evaluate structural capacity of an embedded plate connected with prestressed concrete beam was performed. Embedded steel plates and prestressed concrete beam were connected with stud-bolts at the ends of concrete beam specimens. About 1,000 kN concentrated load was applied at 450mm away from the end of beam specimen. A 3,000 kN capacity static Oil-jack was used to direct concentrated load. The maximum strain of stud-bolt recorded $90{\times}10^{-6}$(mm/mm) and wide width cracks were not founded. Any falling failures of concrete and large deformations were not founded either between steel plate and prestressed concrete specimen. As a result, construction performance can be improved using this embedded steel plate connection system apply to large space educational facilities.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2003년도 하계종합학술대회 논문집 I
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• pp.274-277
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• 2003

Millimeter-wave networking is composed of narrow beam link. High directivity of the beam provides either advantage or disadvantage in comparison with conventional wide-lobe microwave communications. In such networks, it is very substantial that beam connecting point to point is fixed in right direction. It is major requirement in the beam network to keep the beam in best direction. In this paper, We propose the method to find a best suited direction of the antenna's beam using the Genetic Algorithm in point-to-point link. Proposed method presume that each station knows his direction $\theta$$_1$,$\theta$$_2$ at every step of Genetic Algorithm, then it can be expected that GA is possible to search the ideal solution. Intensity of the received signal is evaluated by the multiplication of lengths to the point which the lobe meets with the horizontal line.

• 센서학회지
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• 제14권4호
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• pp.225-230
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• 2005

This paper describes a novel tip position sensor made of a triangularly shaped piezoelectric PVDF (polyvinylidene fluoride) film for a cantilever beam. Due to the boundary condition of the cantilever beam and the spatial sensitivity function of the sensor, the charge output of the sensor is proportional to the tip position of the beam. Experimental results with the PVDF sensor were compared with those using two commercially available position sensors: an inductive sensor and an accelerometer. The resonance frequencies of the test beam, measured using the PVDF sensor, matched well with those measured with the two commercial sensors and the PVDF sensor also showed good coherence over wide frequency range, whereas the inductive sensor became poor above a certain frequency.

• 콘크리트학회논문집
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• 제17권1호
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• pp.85-94
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• 2005

PPS(post-tensioned precast concrete system)공법은 U자형 PC로 제작한 넓은 보와 PC 또는 현장 타설 콘크리트로 제작한 기둥으로 구성되며 PC 보와 기둥의 일체성 확보를 위하여 프리스트레스를 도입하였다. 본 연구는 PPS 공법 개발의 일부로 넓은 보의 기둥 폭 내부에 정착되어진 휨철근의 양에 따른 거동특성을 분석하고자 실험적 연구를 수행하였다. 실험체는 기둥 폭내, 외부에 위치한 휭 철근의 양을 달리한 정착비와 동일한 정착비내에서 철근과 긴장재의 양을 주요변수로 하여 대상건물의 내부접합부를 대상으로 1/2크기로 제작하였다. 그 결과 NEHRP 권고사항에서 규정한 한계변위각 0.035까지 내력저하 없이 충분한 내력을 보유하였으며, 보의 휨 파괴가 주요 파괴모드로 접합부에서 전단파괴는 일어나지 않았다. 그리고 넓은 보에 포스트텐션을 도입한 PPS 공법은 기둥 폭 내부의 정착비가 $35\%$인 경우 다소 높은 비틀림 응력을 나타내었으나, 기둥 폭 외부에 위치한 인장철근의 항복 이후 긴장재가 응력을 충분히 발휘함으로서 일체식 구조의 넓은 보-기둥 접합부와 달리 비탄성 이력거동을 통하여 에너지를 효과적으로 소산하였다. 또한 ACI의 proposed provisional standard의 PC 접합부 구조성능 평가지침에 의해 분석한 결과, 모든 실험체에서 허용기준을 모두 만족하고 있으며, 강도의 큰 저하 없이 연성적인 거동을 하고 있음을 알 수 있었다.

• Structural Engineering and Mechanics
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• 제19권5호
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• pp.551-566
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• 2005

Using two different, but related approaches, an exact dynamic stiffness matrix for a two-part beam-mass system is developed from the free vibration theory of a Bernoulli-Euler beam. The first approach is based on matrix transformation while the second one is a direct approach in which the kinematical conditions at the interfaces of the two-part beam-mass system are satisfied. Both procedures allow an exact free vibration analysis of structures such as a plane or a space frame, consisting of one or more two-part beam-mass systems. The two-part beam-mass system described in this paper is essentially a structural member consisting of two different beam segments between which there is a rigid mass element that may have rotatory inertia. Numerical checks to show that the two methods generate identical dynamic stiffness matrices were performed for a wide range of frequency values. Once the dynamic stiffness matrix is obtained using any of the two methods, the Wittrick-Williams algorithm is applied to compute the natural frequencies of some frameworks consisting of two-part beam-mass systems. Numerical results are discussed and the paper concludes with some remarks.

• Structural Engineering and Mechanics
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• 제48권1호
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• pp.93-102
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• 2013

An optimization work was developed in this work to provide design information for sandwich beam in civil engineering applications. This research is motivated by the wide-range applications of sandwich structures such as; slab, beam, girder, and railway sleeper. The design of a sandwich beam was conducted by using analytical and numerical optimization. Both analytical and numerical procedures consider the optimum design with structure mass objective minimization. Allowable deflection was considered as design constraints. It was found that the optimized core to the skins mass ratio is affected by the skin to core density and elastic modulus ratios. Finally, the optimum core to skin mass ratio cannot be constant for different skin and core materials.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회A
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• pp.1727-1732
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• 2008

We present a facile, yet versatile carbon nanofabrication method using electron beam lithography and resist pyrolysis. Various resist nanopatterns were fabricated using a negative electron beam resist, SAL-601, and were then subjected to heat treatment in an inert atmosphere to obtain carbon nanopatterns. Suspended carbon nanostructures were fabricated by wet-etching of an underlying sacrificial oxide layer. Free-standing carbon nanostructures, which contain 122 nm-wide, 15 nm-thick, and 2 ${\mu}m$-long nanobridges, were fabricated by resist pyrolysis and nanomachining processes. Electron beam exposure dose effects on resist thickness and pattern widening were studied. The thickness of the carbon nanostructures was thinned down by etching with oxygen plasma. An electrical biosensor utilizing carbon nanostructures as a conducting channel was studied. Conductance modulations of the carbon device due to streptavidin-biotin binding and pH variations were observed.