• 한국방사선학회논문지
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• 제15권5호
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• pp.731-739
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• 2021

이 연구는 산업현장에서 구조물의 용접부 검사를 디지털 방사선을 이용한 비파괴검사를 효과적으로 수행할 수 있도록 디지털 방사선의 밝기 교정과 중첩 영상에 따른 신호 대 잡음 비와 기본 공간 분해능을 비교분석 하였다. 평판형 용접 시험편을 대상으로 ⁷⁵Se 방사선원을 사용하였고 촬영 전 밝기 교정과 영상 중첩을 세분화하여 총 130장의 영상을 획득하였다. 연구 결과, 밝기 교정의 수와 영상 중첩의 수가 증가할수록 신호 대 잡음 비가 향상됨을 확인하였다. 기본 공간 분해능은 촬영된 영상 모두 기준치를 만족하였다. 산란 방사선을 대비한 납 차폐를 설치 후 촬영한 영상을 비교하여 신호 대 잡음 비가 비슷함을 확인하였다. 영상 중첩이 증가할수록 신호 대 잡음 비가 증가하지만, 방사선의 노출시간이 증가하면서 작업자의 피폭 및 작업 효율에 영향을 미치기 때문에 적절한 촬영기법을 강구 한다면 좋은 상질의 디지털 방사선 영상을 획득 할 수 있을 것으로 사료된다.

• Steel and Composite Structures
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• 제47권2호
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• pp.253-267
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• 2023

The bearing capacities resisted by the two-bay beams of multi-story planar frames with unequal spans under column removal scenarios differ considerably owing to the asymmetric stress on the left and right beams connected to the failed column and cause the potential for beams with larger span-to-depth ratios to be unable to exert effectively, which is disadvantageous for resisting the vertical load in unequal-span frame structures. To address this problem, the structural measure of adding braces to the weak bays of multi-story unequal-span frames was proposed, with the objective of achieving a coordinated stress state in two-bay beams with unequal spans, thereby improving the collapse resistance of unequal-span frame structures. Before conducting the numerical simulation, the modeling methods were verified by previous experimental results of two multi-story planar frames with and without steel braces. Thereafter, the effects of the tensile and compressive braces on the collapse behavior of the frame structures were elucidated. Then, based on the mechanical action laws of the braces throughout the collapse process, a detailed design method for improving the collapse resistance of unequal-span frame structures was proposed. Finally, the proposed design method was verified by using sufficient example models, and the results demonstrated that the design method has good application prospects and high practical value.

• Journal of Mechanical Science and Technology
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• 제20권1호
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• pp.66-75
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• 2006

A modeling method for the modal analysis of rotating beam structures having complex configurations employing multi-reference frames is presented in the present study. In most structural analysis methods, single reference frame is employed for the modal analysis. For simple structures such as single beam or single plate, the method of employing single reference frame usually provides rapidly converging accurate results. However, for general structures having complex configurations, such a method provides slowly converging, and often erroneous, results. In the present study, the effects of employing multi-reference frames on the convergence and the accuracy of the modal analysis of rotating beam structures having complex configurations are investigated.

• IEIE Transactions on Smart Processing and Computing
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• 제3권5호
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• pp.271-274
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• 2014

Bayesian based Multi-Frame Super-Resolution (MF-SR) has been used as a popular and effective SR model. On the other hand, the texture region is not reconstructed sufficiently because it works on the spatial domain. In this study, the MF-SR method was extended to operate on the frequency domain to improve HF information as much as possible. For this, a spatially weighted bilateral total variation model was proposed as a regularization term for a Bayesian estimation. The experimental results showed that the proposed method can recover the texture region more realistically with reduced noise, compared to conventional methods.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회A
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• pp.688-693
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• 2007

Most frame structures cannot be manufactured in a single-piece form. Ideally, when a structure is built up by assembling multi pieces, assembly at the joints should be rigidly performed enough to have almost full stiffness, which is difficult for practical reasons such as manufacturing cost and time. In this research, we aim to develop a manufacturability-oriented compliance-minimizing topology optimization using a ground beam model incorporating additional zero-length elastic joint elements. In the present formulation, design variables control the stiffness of zero-length elastic joints, not the stiffness of beams. Because joint stiffness values at the converged state can be utilized to select candidate assembly locations and their strengths, the technique is extremely useful to design multi-piece frame structures. An optimal layout is also extracted based on the stiffness values.

• 한국방송∙미디어공학회:학술대회논문집
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• 한국방송공학회 2015년도 하계학술대회
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• pp.334-336
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• 2015

본 논문은 다시점 영상에서 프레임율 변환 (Frame Rate Up Conversion, FRUC) 기법을 적용하는 방식에 대하여 서술한다. 먼저, 임의의 시점의 영상을 생성하기 위해서 사용되는 중간시점 영상합성 (View Synthesis, VS)기법과 연속되는 영상 사이에 새로운 영상을 만들어내는 프레임율 변환기법에 대하여 간략히 소개한다. 그리고, 기존의 프레임율 변환 방식과 다시점 영상의 특징을 이용한 프레임율 변환 방식을 소개하고 각각의 방식으로 생성한 영상의 화질을 비교한다.

• 한국통신학회논문지
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• 제40권5호
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• pp.809-811
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• 2015

In this paper, for the purpose of providing high data rate services, the multi-hop frame structure is designed for the underwater acoustic (UWA) short-range system which is proposed as a part of ocean surveillance and tracking network (OSTN). Under the measured underwater channel environment, the link-level system performance are also evaluated. Simulation results show not only the packet error rate (PER) comparisons, but the optimal modulation and coding scheme (MCS) levels for the orthogonal frequency division multiplexing (OFDM) based short-range UWA communications network.

• 한국통신학회논문지
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• 제31권8A호
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• pp.760-768
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• 2006

단일 사용자 OFDM/TDD 시스템에서 스펙트럼 효율을 최대화하는 부 대역과 자원 할당 주기결정 방식이 이미 제안되어 있다. 그러나 그 기법은 단일 사용자에 대한 것이며, 다중 셀 다중 사용자인 경우에는 사용자마다 부 대역으로 나누는 대역의 크기가 다르고 자원 할당 주기가 다르게 될 수 있다. 또한 다중 셀 환경에서 자원 할당을 할 경우에는 다른 셀에서 오는 간섭을 예측하기 힘들기 때문에 목표 BER을 만족시키면서 자원 할당을 하기 힘들게 되는 문제점이 있을 수 있다. 이런 다중 셀 환경에서도 목표 BER을 만족시키기 위해서, 효과적으로 자원 할당을 하는 기법을 제안하고, 이를 분석하였으며, 시뮬레이션을 통해 검증, 평가하였다. 본 논문의 결과는, 향후 OFDM 기반의 차세대 셀룰러 이동통신시스템의 성능 예측 및 자원할당기술 적용 시에 활용될 것으로 생각된다.

• 국제초고층학회논문집
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• 제10권4호
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• pp.265-283
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• 2021

To ensure that fire induced collapse of a building is prevented it is important to understand the sequence of events that can lead to this event. In this paper, the initiation of collapse mechanisms of generic a multi-storey steel frame subjected to vertical and horizontal travelling fires are analysed computationally by tracking the formation of plastic hinges in the frame and generation of fire induced loads. Both uniform and travelling fires are considered. In total 58 different cases are analysed using finite element software LS-DYNA. For the frame examined with a simple and generic structural arrangement and higher applied fire protection to the columns, the results indicate that collapse mechanisms for singe floor and multiple floor fires can be each split into two main groups. For single floor fires (taking place in the upper floors of the frame (Group S1)), collapse is initiated by the pull-in of external columns when heated beams in end bays go into catenary action. For single floor fires occurring on the lower floors(Group S2), failure is initiated (i.e. ultimate strain of the material is exceeded) after the local beam collapse. Failure in both groups for single floor fires is governed by the generation of high loads due to restrained thermal expansion and the loss of material strength. For multiple floor fires with a low number of fire floors (1 to 3) - Group M1, failure is dominated by the loss of material strength and collapse is mainly initiated by the pull-in of external columns. For the cases with a larger number of fire floors (5 to 10) - Group M2, failure is dominated by thermal expansion and collapse is mainly initiated by swaying of the frame to the side of fire origin. The results show that for the investigated frame initiation of collapse mechanisms are affected by the fire type, the number of fire floors, and the location of the fire floor. The findings of this study could be of use to designers of buildings when developing fire protection strategies for steel framed buildings where the potential for a multifloor fire exists.

• 한국정보전자통신기술학회논문지
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• 제10권6호
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• pp.522-528
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• 2017

논문에서는 메탈 프레임 커플링을 이용한 웨어러블 디바이스용 다중대역 안테나를 제안하였다. 제안된 안테나는 $45mm{\times}35mm$ 크기의 메탈 프레임을 이용한 안테나와 접지면 이중 커플링 구조를 가지고 있다. 본 논문에서 제안한 다중대역 안테나는 웨어러블 디바이스와 같은 소형 디바이스에 최적화 된 구조이다. 메탈 프레임을 안테나의 일부로 사용함으로써 안테나 체적을 축소시키고 VSWR 3:1 이하 기준으로 저주파 대역에서 70 MHz (870~40 MHz), 고주파 대역에서 280 MHz (1600~880 MHz) 과 280 MHz (1900~170 MHz) 임피던스 대역폭을 만족한다. 또한, 무선 성능 지표들인 TRP/TIS 측정을 통해 웨어러블 디바이스 적용 가능성을 검증하였다.