• KSII Transactions on Internet and Information Systems (TIIS)
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• 제10권4호
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• pp.1481-1500
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• 2016

Device-to-Device (D2D) communication underlaying macro-small cell networks, as one of the promising technologies in the era of 5G, is able to improve spectral efficiency and increase system capacity. In this paper, we model the cross- and co-tier D2D communications in two-tier macro-small cell networks. To avoid the complicated interference for cross-tier D2D, we propose a mode selection scheme with a dedicated resource sharing strategy. For co-tier D2D, we formulate a joint optimization problem of power control and resource reuse with the aim of maximizing the overall outage capacity. To solve this non-convex optimization problem, we devise a heuristic algorithm to obtain a suboptimal solution and reduce the computational complexity. System-level simulations demonstrate the effectiveness of the proposed method, which can provide enhanced system performance and guarantee the quality-of-service (QoS) of all devices in two-tier macro-small cell networks. In addition, our study reveals the high potential of introducing cross- and co-tier D2D in small cell networks: i) cross-tier D2D obtains better performance at low and medium small cell densities than co-tier D2D, and ii) co-tier D2D achieves a steady performance improvement with the increase of small cell density.

• 의정연구
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• 제23권2호
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• pp.37-66
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• 2017

시민들의 대규모 직접행동에 따른 대통령 탄핵이라는 중대 정치변화는 한국민주주의 이론에 중대한 과제를 던지고 있다. 그러나 이러한 현실에 대응하는 이론적 변화를 주도하는 거시이론과 미시이론은 몇 가지 특징과 한계를 아울러 갖고 있다. 촛불의 정치가 제기하는 이론적 과제는 첫째, 새로운 유형의 정치주체의 등장, 둘째, 대의제도와 시민정치의 새로운 관계, 셋째, 대통령제 민주주의의 내각제화라고 할 만한 성격 변화로 특징지어진다. 이에 대한 거시이론의 입장은 민주주의 비관론으로부터 낙관론으로의 선회인데, 그럼에도 불구하고 구체적으로는 기존의 민중 개념으로 포착하기 어려운 새로운 주체에 대한 분석, 정당이나 사회운동조직의 지도력의 쇠퇴 등이 중대한 이론적 과제로 떠오른 셈이다. 미시이론의 경우는 새로운 주체의 네트워킹 방식, 새로운 시민정치와 정당과의 관계의 다양한 양상에 대한 분석 등이 새로운 이론적 과제로 떠올랐다. 종합하자면 촛불의 정치는 민주주의 연구의 분석대상의 확장, 새로운 분석방법의 수용, 그리고 가치지향과 현실분석 사이의 균형회복이라는 과제를 민주주의 이론에 던져주고 있는 것이다.

• 한국산학기술학회논문지
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• 제17권3호
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• pp.16-23
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• 2016

고인성섬유보강콘크리트는 기존의 콘크리트에 비해 인성을 크게 개선한 재료로써, 콘크리트 구조물의 여러 분야에 적용 가능한 건설 신재료로 평가되고 있다. 본 연구에서는 고인성섬유보강콘크리트와 리브를 갖는 FRP 판을 인장 보강재 및 영구거푸집으로 활용한 합성보의 파괴거동에 관한 실험을 실시하였다. 비교를 위해 일반콘크리트와 PVA계열인 RF4000과 PP계열인 PP-macro의 섬유를 사용하였으며, 각각 RF4000+RSC15, PP-macro+RSC15를 혼입하여 합성보를 제작하여 실험하였다. FRP 판에 잔골재를 미부착한 경우는 보의 중앙에 발생한 휨 균열이 크게 벌어지면서 FRP 판과 콘크리트가 미끄러짐에 의한 파괴형태를 보여주고 있음으로 잔골재 부착은 필수적 사항이라 판단되며, 파괴모드에 대한 섬유보강재의 영향은 크지 않은 것으로 판단된다. FRP 판에 잔골재를 부착한 실험 결과는 1200, 2000mm 모두 콘크리트와 FRP 사이에 충분한 부착이 형성되었다. 일반콘크리트보다 섬유보강재를 혼입한 경우 최대 하중이 높게 나타났고, 그 중 PP계열의 섬유보강재를 혼입한 경우 최대 하중이 가장 높게 나타났다. 균열이 섬유보강재에 의해 지연되면서 FRP 리브와의 합성작용에 의해 발생한 것으로 판단된다.

• 한국통신학회논문지
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• 제34권7C호
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• pp.681-686
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• 2009

H.264/Ave에서 p-프레임 부호화에 추가된 인트라 예측은 화질과 비트율 모두를 다소 개선시키고 있으나, 계산량을 크게 증가시키고 있다. 계산량의 증가를 줄이기 위해 본 논문은 최적 인트라 블록 모드가 매크로 블록의 영상 내용에 의존하는 특성을 이용한 영상 내용 기반 인트라 예측 부호화를 제안한다. 제안된 알고리즘은 영상 복잡도와 최적 인터 블록 모투로 매크로블록외 영상 내용을 평가하고, 영상 내용을 근거로 인트라 블록 모드를 선택하거나 배제한다. 모의실험 결과는 기존 알고리즘과 비교하여 제안된 알고리즘이 화질에서 평균 0.01 dB가 감소하교 비트휩l서 평균 0.38%가 증가하나, 부호화 계산 시간에서 평균 37.02% 의 큰 감소를 보여주고 있다.

• Computers and Concrete
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• 제20권1호
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• pp.39-47
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• 2017

In this paper, mode I fracture toughness of rock was determined by direct and indirect methods using Particle Flow Code simulation. Direct methods are compaction tension (CT) test and hollow centre cracked quadratic sample (HCCQS). Indirect methods are notched Brazilian disk (NBD) specimen, the semi-circular bend (SCB) specimen, hollow centre cracked disc (HCCD), the single edge-notched round bar in bending (SENRBB) specimen and edge notched disk (END). It was determined that which one of indirect fracture toughness values is close to direct one. For this purpose, initially calibration of PFC was undertaken with respect to data obtained from Brazilian laboratory tests to ensure the conformity of the simulated numerical models response. Furthermore, the simulated models in five introduced indirect tests were cross checked with the results from direct tests. By using numerical testing, the failure process was visually observed. Discrete element simulations demonstrated that the macro fractures in models are caused by microscopic tensile breakages on large numbers of bonded discs. Mode I fracture toughness of rock in direct test was less than other tests results. Fracture toughness resulted from semi-circular bend specimen test was close to direct test results. Therefore semi-circular bend specimen can be a proper test for determination of Mode I fracture toughness of rock in absence of direct test.

• 디지털산업정보학회논문지
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• 제12권4호
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• pp.81-87
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• 2016

Recently, as the heterogeneous network (HetNet) has been deployed widely to support various kinds of Radio Access Networks(RANs) with a combination of Macro, Pico, and/or Femto cells, research and standardization efforts have been very active regarding the concept of Licensed Shared Access (LSA) for supporting spectrum sharing. In order for a mobile device to efficiently support the spectrum sharing, the mobile device shall be reconfigurable, meaning that its radio application code has to be adaptively changed in accordance with the hopping of desired spectral band. Especially, Working Group 2 (WG2) of Technical Committee (TC) Reconfigurable Radio System (RRS) of European Telecommunications Standards Institute (ETSI) has been a main driving force for developing standard architecture for Multi-mode Mobile Device (MD) that can be applied to the LSA system. In this paper, we introduce the Multi-mode MD architecture for supporting LSA-based spectrum sharing. An implementation of a test-bed of Multi-mode MD is presented in order to verify the feasibility of the standard MD architecture for the purpose of LSA-based spectrum sharing through various experimental tests.

• Structural Engineering and Mechanics
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• 제66권3호
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• pp.379-386
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• 2018

The present study addresses the direct and indirect methods of determining the mode-I fracture toughness of concrete using experimental tests and particle flow code. The direct method used is compaction tensile test and the indirect methods are notched Brazilian disc test, semi-circular bend specimen test, and hollow center cracked disc. The experiments were carried out to determine which indirect method yields the fracture toughness closer to the one obtained by the direct method. In the numerical analysis, the PFC model was first calibrated with respect to the data obtained from the Brazilian laboratory test. The crack paths observed in the simulated tests were in reasonable accordance with experimental results. The discrete element simulations demonstrated that the macro fractures in the models are caused by microscopic tensile breakages on large numbers of bonded particles. The mode-I fracture toughness in the direct tensile test was smaller than the indirect testing results. The fracture toughness obtained from the SCB test was closer to the direct test results. Hence, the semi-circular bend test is recommended as a proper experiment for determination of mode-I fracture toughness of concrete in the absence of direct tests.

• 전자공학회논문지D
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• 제34D권11호
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• pp.54-63
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• 1997

The 1-D finite-element mehtod is applied for designing double-clad otpical fibers with dispersion-compensation capability. design parameters allowing only a $LP_{01}$ single mode are treated and macro-bending loss are taken into consideration. Design parameters are extracted to have the compensation ratio $(L_{SMF}/L_{DCF})$ of 6.2 for core structure with step-index profile, and of 5.2 for core with triangular-index profile.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2002년도 ITC-CSCC -2
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• pp.743-746
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• 2002

This paper proposes the design of a current-mode CCII-based 2$\^$nd/ _order bandpass biquad filter from a grounded series capacitor and frequency-dependent negative conductor ( C-D ) immittance function simulator using the macro model of a commercial available CCII+, AD844, from Analog Devices, Inc. The results are compared with the other results those are designed using ideal model of CCII-. The gain and phase deviations; due to the effects of passive sensitivity, active sensitivity, gain sensitivity and component variability; are considered using Monte-Carlo analysis of PSpice program.

• 대한기계학회논문집
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• 제14권2호
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• pp.339-348
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• 1990

Techniques which are able to predict and control dynamic characteristics, not affecting the vibrational characteristics on the modification of structural design, are being studied. As one of these techniques, experimental modal analysis is widely applied by many researchers. In this study, modal analysis is performed using transfer matrix method by a macro computer. The developed program would estimate the structural modal parameters precisely, and the validity of this program is certified by comparing with the experimental results of .GAMMA A. structure. Estimated modal parameters(natural frequency, vibrational mode, equivalent mass, etc.) are in accord with the experimental results. Also, the optimal location of the additive mass is determined by the evaluation of the vibrational mode and the equivalent mass. The relation between the additive mass and the equivalent mass is specified, and we come to know that the ratio of equivalent mass to additive mass alter linearly within the range of 20%.