• 한국통신학회논문지
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• 제33권6B호
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• pp.403-410
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• 2008

본 논문에서는 Non-transparent 모드 MMR 시스템의 성능을 분석한다. Non-transparent MMR 시스템은 Single-frame(in band)와 Multi-frame(out band) 두 가지의 전송 방식을 갖는데 모드에 따라 프레임 구조가 다르기 때문에 그에 따른 성능 또한 달라질 수 있다. 성능 분석은 각 모드에 따른 지연, 프레임의 효율, RS (Relay Station) 를 사용한 최대 홉 수로 나타냈다. 지연과 프레임 효율의 경우 BS (Base Station) 의 커버리지와 RS의 커버리지의 비율 값, RS의 개수를 변화시키면서 성능을 분석한다. 그리고 분석을 위해 BS, MS (Mobile Station), 그리고 RS 간의 채널 간섭은 없고 각각의 커버리지는 원으로 가정한다. 결과를 통해 single-frame 방식이 multi-frame 방식보다 효율적임을 알 수 있다. 향후 IEEE802.16j MMR 환경뿐만 아니라 차세대 이동통신망에서 릴레이를 사용하여 휴대 인터넷 서비스 지역과, 셀룰러 망을 넓히는데 있어 참고할 만한 가이드라인이 될 수 있을 것이다.

• 한국전자파학회논문지
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• 제25권2호
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• pp.189-198
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• 2014

본 논문에서는 동일 대역에서 동시에 전 이중 통신을 하기 위한 프레임 구조를 사용하는 터보 등화기를 결합한 SSD (Simultaneous Single band Duplex) 시스템을 제안한다. 본 논문에서는 자기 간섭 신호를 보다 효율적으로 제거하기 위하여 프레임 구조를 사용한다. 본 논문에서는 송수신 프레임 구조를 사용할 경우의 시스템의 특성을 분석하기 위하여 프레임 구조를 사용하지 않는 시스템과 성능을 비교하였다. 시뮬레이션 결과로 본 논문에서 제안하는 시스템은 프레임 구조를 사용하였을 경우, 프레임 구조를 사용하지 않았을 경우보다 더 좋은 성능을 내며, 프레임 구조를 사용하는 제안하는 시스템은 더 적은 터보 등화기의 전역 반복으로 프레임 구조를 사용하지 않은 시스템과 유사한 성능을 낼 수 있는 것을 확인하였다.

• 대한조선학회논문집
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• 제49권3호
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• pp.232-238
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• 2012

The effects of temperature on the structural behavior of polar class vessels have been experimentally and numerically investigated. Experiments were carried out on single frame structures made of steel material, DH36, which is used for outer shell of the vessels making transit through the polar region. A knife edge type striker was dropped down onto single frame structures. The temperatures of the single frames were set to $-30^{\circ}C$, $-50^{\circ}C$ and room temperature. The deflection around the mid-point of the single frame was measured and numerically simulated using finite element model. Strain rate effect on the structural behavior has been investigated and turned out that the strain rate effect can be neglected. From the results of the experiment and numerical analyses, it has been noticed that the permanent deflection at lower temperature was reduced due to a temperature hardening of material as expected.

• 한국컴퓨터정보학회논문지
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• 제22권3호
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• pp.45-51
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• 2017

In this paper, we propose a consecutive-frame super-resolution method to tackle a moving object problem. The super-resolution is a method restoring a high resolution image from a low resolution image. The super-resolution is classified into two types, briefly, single-frame super-resolution and consecutive-frame super-resolution. Typically, the consecutive-frame super-resolution recovers a better than the single-frame super-resolution, because it use more information from consecutive frames. However, the consecutive-frame super-resolution failed to recover the moving object. Therefore, we proposed an improved method via moving object detection. Experimental results showed that the proposed method restored both the moving object and the background properly.

• 한국공간구조학회논문집
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• 제15권4호
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• pp.49-56
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• 2015

The roof grid of single-layer space frame structure, for Energy Core of Incheon Airport Second Terminal, is very simple and aesthetic, but it is apt to buckle under external force because of mild curvature and complex shape. The object of this study is to estimate the stability of single-layer space frame structures for Energy Core of Incheon Airport Second Terminal with the analytical conditions of structural design. The results show that the buckling load of model(pin-pin, uniform load, rigid joint), that is, the most similar model to the analytical conditions of structural design. was $10.7kN/m^2$.

• 대한기계학회논문집A
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• 제28권12호
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• pp.1931-1936
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• 2004

In this paper, modeling methods for the structural dynamic analysis employing single reference frame are presented and their modal and transient analysis results are compared. The geometric stiffening effects often occur when structures undergo large overall motion. These effects were considered in several structural previous modeling methods but the role of reference frame has never been scrutinized. In this study, modeling methods employing single reference frame are presented, and their numerical results are compared. The results show that discrepancy between the two modeling methods increases as the eccentricity of the structural system and the magnitude of the large overall motion increase.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 춘계학술대회
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• pp.834-839
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• 2004

In this paper, modeling methods for the structural dynamic analysis employing single reference frame are presented and their modal and transient analysis results are compared. The geometric stiffening effects often occur when structures undergo large overall motion. These effects were considered in several structural previous modeling methods but the role of reference frame has never been scrutinized. In this study, modeling methods employing single reference frame are presented, and their numerical results are compared. The results show that discrepancy between the two modeling methods increases as the eccentricity of the structural system and the magnitude of the large overall motion increase.

• 전력전자학회논문지
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• 제22권6호
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• pp.496-503
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• 2017

This study proposes a high-performance current control algorithm for a diode-bridge-type single-phase boost power factor correction (PFC) converter. The conventional asynchronous single-phase current controllers that directly control AC-type current tend to be accompanied by steady-state errors due to their poor dynamic characteristics for the transient-state, which can be attributed to bandwidth limitations and phase delays. In the proposed algorithm, an ideal current control with minimal phase delays and steady-state errors can be achieved by using a virtual DQ synchronous reference frame and by controlling the synchronous reference frame excluding the frequency component in the single-phase system. The performance of the conventional asynchronous single-phase current controller is compared with that of the proposed algorithm through simulation and experiments, and the results have confirmed the superiority of the latter.

• Structural Engineering and Mechanics
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• 제19권6호
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• pp.679-705
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• 2005

This paper presents a practical method to evaluate the effective length factors for columns in multi-storey unbraced frames based on the concept of storey-based elastic buckling by means of decomposing a multi-storey frame into a series of single-storey partially-restrained (PR) frames. The lateral stiffness of the multi-storey unbraced frame is derived and expressed as the product of the lateral stiffness of each storey. Thus, the stability analysis for the multi-storey frame is conducted by investigating the lateral stability of each individual storey, which is facilitated through decomposing the multi-storey frame into a series of single-storey PR frames and applying the storey-based stability analysis proposed by the authors (Xu and Liu 2002) for each single-storey PR frame. Prior to introducing decomposition approaches, the end rotational stiffness of an axially load column is derived and rotational stiffness interaction between the upper and lower columns is investigated. Three decomposition approaches, characterized by means of distributing beam-to-column rotational-restraining stiffness between the upper and lower columns, are proposed. The procedure of calculating storey-based column effective length factors is presented. Numerical examples are then given to illustrate the effectiveness of the proposed procedure.

• Steel and Composite Structures
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• 제41권5호
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• pp.663-679
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• 2021

To elucidate the differences in the collapse behavior between a single-story beam-column assembly and multi-story frame, two 1/3-scale two-bay composite frames, including a single-story composite beam-column assembly and a three-story composite sub-frame, were designed and quasi-statically tested. The load-displacement responses, failure modes, and internal force development of the two frames were analyzed and compared in detail. Furthermore, the resistance mechanisms of the two specimens were explored, and the respective contributions of different load-resisting mechanisms to the total resistances were quantitatively separated to gain deeper insights. The experimental tests indicated that Vierendeel action was present in the two-dimensional multi-story frames, which led to an uneven internal force distribution among the three stories. The collapse resistance of TSDWA-3S in the flexural stage was not significantly increased by the structural redundancy provided by the additional story, as compared to that of TSDWA-1S. Although the development of the load response was similar in the two specimens at flexural stage, the collapse mechanisms of the multi-story composite frame were much more complicated than those of the single-story beam-column assembly, and the combined action between stories was critical in determining the internal force redistribution and rebalancing of the remaining structure.