• 한국산학기술학회논문지
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• 제10권9호
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• pp.2246-2252
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• 2009

본 논문에서는 메타물질 특성을 가지는 단위 구조의 비대칭 배열을 이용하여 서로 수직한 방사패턴을 형성하는 이중대역 메타물질 안테나를 제안하였다. 제안된 안테나는 메타물질 단위 구조를 비대칭 주기배열로 인하여 2개의 수직한 공진 모드를 발생시킨다. 2개의 수직한 공진 모드는 안테나의 선형 편파 특성을 변화시키지 않고, 오직 방사패턴만 수직하게 형성하는 특징을 가지고 있다. 본 논문에서는 안테나 표면에서는 전계분포의 분석을 통하여 수직한 공진 모드를 분석하였으며, 측정 실험을 통해 안테나의 성능을 검증하였다. 제안된 안테나는 각각의 공진주파수에서 y축과 x축 방향으로 서로 수직한 방사패턴을 가지고 있으며, 각각 3.34 dBi 와 3.86 dBi 의 안테나 이득을 나타내었다. 또한 안테나의 크기 감소와 방사효율 증가를 위하여 동일한 안테나의 접지면에 슬롯을 적용하여, 크기 감소와 12 % 와 27 % 의 방사효율 증가 효과를 실험적으로 검증하였다.

• 대한전자공학회논문지SD
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• 제49권2호
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• pp.9-14
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• 2012

본 연구에서는 common source-bulk와 common source-gate 테스트 구조에서 측정된 S-파라미터를 사용하여 multi-finger RF MOSFET의 기판 파라미터들을 정확하게 추출하였다. 이 추출 방법을 바탕으로 세 개의 기판저항을 사용한 비대칭 RF 모델이 하나의 기판저항을 사용한 단순 모델보다 측정된 Y-파라미터 데이터와 더 잘 일치하는 것을 관찰하였으며, 이는 비대칭 기판 모델의 정확도를 증명한다. 또한 비대칭 RF 모델의 시뮬레이션 S-파라미터가 측정 데이터와 20GHz까지 잘 일치하는 것을 확인하였다.

• Journal of electromagnetic engineering and science
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• 제11권2호
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• pp.83-90
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• 2011

In this paper, we present the design method for a low-pass type inverter, which can effectively suppress the spurious response associated with band-pass filters. The inverter has a length of ${\lambda}/4$ and employs not only a stepped-impedance configuration but also asymmetrical and bending structures in order to improve frequency selectivity and compactness. The inverter is applied as an impedance/admittance inverter to the ultra-wideband (UWB) band-pass filter. The UWB band-pass filter configuration is based on a stub band-pass filter consisting of quarter-wavelength impedance inverters and shunt short-circuited stubs ${\lambda}/4$ in length. The asymmetrical stepped-impedance low-pass type inverter improves not only the spurious responses, but also the return loss characteristics associated with a UWB band-pass filter, while a compact size is maintained. The UWB band-pass filter using the proposed inverters is fabricated and tested. The measured results show excellent attenuation characteristics at out-band frequencies, which exceed 18 dB up to 39 GHz. The insertion loss within the pass-band (from 3.1 to 10.6 GHz) is below 1.7 dB, the return loss is below 10 dB, and the group delay is below 1 ns.

• 한국공간구조학회논문집
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• 제17권3호
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• pp.99-105
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• 2017

The SLIM AU composite beam consists of U-shaped steel plate, A-shaped steel cap and infilled concrete. The bottom steel plate acts as tension bars, and the top steel cap takes roles of shear connector and compression bars in the conventional reinforced concrete section. In this paper the shear strength of this composite beam with closed steel section has been evaluated through the concentrated loading shear experiments. Test results under the symmetrical and asymmetrical loading conditions were compared with the predicted values based on the KBC 2016. The composite beam showed the greater shear strength capacities than those of the theoretical evaluation.

• Computers and Concrete
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• 제13권4호
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• pp.483-499
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• 2014

Most of the methods presented in the literature to define the target service stresses (Objective Service Stage, OSS) of cable-stayed bridges rarely include the time-dependent phenomena effects. Nevertheless, especially in concrete structures, this assumption might be on the unsafe side because time-dependent phenomena usually modify service stresses. To fill this gap, this paper studies the time-dependent phenomena effects into service stresses of concrete cable-stayed bridges. After illustrating the important role of these phenomena in an asymmetrical cable-stayed bridge without backstay, a new method to include their effects into the OSS is presented. An important issue to be considered in this method is the target time in which the OSS is defined to be achieved. The application of this method to two different structures showed the convenience of defining the OSS to be achieved at early times because that way the envelope of service stresses is reduced.

• Earthquakes and Structures
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• 제25권6호
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• pp.417-427
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• 2023

If the center of mass and center of stiffness or strength of a structure plan do not coincide, the structure is considered asymmetric. During an earthquake, in addition to lateral vibration, the structure experiences torsional vibration as well. Lateraltorsional coupling in asymmetric structures in the plan will increase lateral displacement at the ends of the structure plan and, as a result, uneven deformation demand in seismically resistant frames. The demand for displacement in resistant frames depends on the magnitude of transitional displacement to rotational displacement in the plan and the correlation between these two. With regard to the inability to eliminate the asymmetrical condition due to various reasons, such as architectural issues, this study has attempted to use supplemental viscous dampers to decrease the correlation between lateral and torsional acceleration or displacement in the plan. This results in an almost even demand for lateral deformation and acceleration of seismic resistant frames. On this basis, using the concept of Torsional Balance, adequate distribution of viscous dampers for the decrease of this correlation was determined by transferring the "Empirical Center of Balance" (ECB) to the geometrical center of the structure plan and thus obtaining an equal mean square value of displacement and acceleration of the plan edges. This study analyzed stiff and flexible torsional structures with one-way and two-way mass asymmetry in the Opensees software. By implementing the Particle Swarm Optimization (PSO) algorithm, the optimum formation of dampers for controlling lateral displacement and acceleration is determined. The results indicate that with the appropriate distribution of viscous dampers, not only does the lateral displacement and acceleration of structure edges decrease but the lateral displacement or acceleration of the structure edges also become equal. It is also observed that the optimized center of viscous dampers for control of displacement and acceleration of structure depends on the amount of mass eccentricity, the ratio of uncoupled torsional-to-lateral frequency, and the amount of supplemental damping ratio. Accordingly, distributions of viscous dampers in the structure plan are presented to control the structure's torsion based on the parameters mentioned.

• 한국통신학회논문지
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• 제30권9A호
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• pp.830-837
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• 2005

다중경로 무선 채널 환경에서 지연확산에 따른 ISI를 제거하기 위한 등화기는 그 구조에 따라 선형과 비선형 구조로 구분할 수 있다. 본 논문은 ISI제거 성능이 개선된 적응형 선형 등화기를 제안한다. 제안된 등화기는 준 최적의 수신기인 MMSE 기반의 적응 등화기로써, 비대칭적인 구조의 등화 필터로 구성된다. 등화 필터의 비대칭적인 구조는 기준 탭을 필터 중앙으로부터 측면으로 이동시켜 구현하며, 이러한 구조는 precusor ISI와 postcusor ISI의 분리 제거를 가능하게 하여 기존의 선형 적응 등화기에 비해 향상된 ISI 제거 범위를 갖게 된다. UWB 시스템의 채널 모델인 S-V 채널에서 컴퓨터 모의실험을 통해 기존의 선형 적응 등화기와 제안된 등화기의 비튜오류율 성능을 비교한다.

• 한국주거학회논문집
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• 제27권2호
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• pp.43-51
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• 2016

The purpose of this study was to search the architectural forms including the residence plan and wooden structure and the measuring unit in building sites named Bang in Gyeong_Ju, the capiatal of Silla dynasty. It includes the following three historic sites: JaMaeJung-ji, the east district of HwangLyong-sa (S1E1) and InWang-dong historic site. Especially, the data from excavating and studying the east district of HwangLyong-sa were very precious and meaningful. The results were as follows: 1) There are individual characteristics at the sites of JaMaeJung-ji, the east district of HwangLyong-sa and InWang-dong. 2) It is assumed that the builldings of the east district of HwangLyong-sa had most various types of plan and various types of wooden structures. 3) There were various types of wooden structures like as symmetrical or asymmetrical style, regular columnar or irregular columnar style and a third purlin location or a forth purlin location. 4) This study also showed there's a high probability that buildings at Bang sites had been built by the Tang dynaty scale. In Silla dynasty, there was similar tendency to BackJe Dynasty in the way that measuring unit changed according to the times.

• 한국공간구조학회논문집
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• 제20권2호
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• pp.59-68
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• 2020

In this paper, the dynamic snapping of the 3-free-nodes spatial truss model was studied. A governing equation was derived considering geometric nonlinearity, and a model with various conditions was analyzed using the fourth order Runge-Kutta method. The dynamic buckling phenomenon was observed in consideration of sensitive changes to the force mode and the initial condition. In addition, the critical load level was analyzed. According to the results of the study, the level of critical buckling load elevated when the shape parameter was high. Parallelly, the same result was caused by the damping term. The sensitive asymmetrical changes showed complex orbits in the phase space, and the critical load level was also becoming lowly. In addition, as the value of damping constant was high, the level of critical load also increases. In particular, the larger the damping constant, the faster it converges to the equilibrium point, and the occurrence of snapping was suppressed.

• Bulletin of the Korean Chemical Society
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• 제34권7호
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• pp.2131-2137
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• 2013

In this work, the key intermediate, 4-amino-4'-(2-amino-4-anilino-1,3,5-triazine-6-yl)-aminostilbene-2,2'-disulfonic acid, was prepared from 4-(2-amino-4-anilino-1,3,5-triazine-6-yl)amino-4'-nitrostilbene-2,2'-disulfonate by using Tin(II) chloride as the reducing agent. Using this intermediate, nineteen new asymmetrically substituted bistriazinylstilbene fluorescent brightening agents were synthesized. Chemical structures of the obtained compounds 5a-s were analyzed by proton NMR spectrum. The physical properties of the new compounds 5a-s were characterized by fastness test and whiteness measurement test and the obtained data were compared to measurements obtained from CI 86.