• 한국통신학회논문지
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• 제38A권1호
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• pp.68-78
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• 2013

본 논문에서는 다양한 무선 접속 기술(Radio Access Technology : RAT)들이 공존하는 클라우드 기지국 시스템에서의 효율적인 무선 접속 방법으로 무선인지기술(Cognitive radio)을 활용한 이른 스펙트럼 감지(Early Spectrum Sensing : ESS) 기법을 제안한다. 다중 모드 단말은 무선 접속 시도에 앞서 다중 무선 접속 시스템의 전체 주파수 대역을 대상으로 스펙트럼 감지를 수행하여 그 결과 스펙트럼 활용도가 가장 낮은, 즉 가용 스펙트럼이 가장 많을 것으로 예상되는 시스템을 선택하여 무선 접속을 시도함으로써 시스템 접속 성공 확률을 높일 수 있다. 제안 기법의 성능 분석을 위해 컴퓨터 시뮬레이션을 수행 했으며 그 과정에서 최대한 다양한 무선 접속 시스템이 혼재하는 상황을 고려하고자 했다. 우선, 서킷과 패킷 시스템으로 구별한 후, 다시 패킷 시스템을 반송파 결합(Carrier Aggregation : CA) 가능 여부에 따라 다시 구별했으며, 단말기의 경우, 서킷 전용, 패킷 전용, 다중 모드로 구별함과 동시에 CA 능력에 따라서 역시 구별하였다. 또한, 패킷 트래픽의 경우, 실시간 트래픽과 3단계의 패킷 지연 허용 정도를 갖는 비실시간 트래픽으로 구분하였다. 이러한 다양한 무선 접속 환경이 고려된 클라우드 기지국 시스템에서 호 발생에서 호의 서비스 품질(Quality of Service : QoS)이 고려된 자원 할당까지의 일련의 과정을 시뮬레이션에 반영하여 시스템 접속 실패 확률, 평균 시스템 접속 시간, 시스템 균형 인수, 패킷 손실 확률 측면에서 제안 방식의 성능을 분석하였다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제10권3호
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• pp.393-402
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• 2018

While interacting with a sloping structure, an ice floe may fracture in different patterns. For example, it can be local bending failure or global splitting failure depending on the contact properties, geometry and confinement of the ice floe. Modelling these different fracture patterns as a natural outcome of numerical simulations is rather challenging. This is mainly because the effects of crack propagation, crack branching, multi fracturing modes and eventual fragmentation within a solid material are still questions to be answered by the on-going research in the Computational Mechanic community. In order to simulate the fracturing of ice floes with arbitrary geometries and confinement; and also to simulate the fracturing events at such a large scale yet with sufficient efficiency, we propose a semi-analytical/empirical and semi-numerical approach; but with focus on the global splitting failure mode in this paper. The simulation method is validated against data we collected during the Oden Arctic Technology Research Cruise 2015 (OATRC2015). The data include: 1) camera images based on which we specify the exact geometry of ice floes before and after an impact and fracturing event; 2) IMU data based on which the global dynamic force encountered by the icebreaker is extracted for the impact event. It was found that this method presents reasonably accurate results and realistic fracturing patterns upon given ice floes.

• 국제초고층학회논문집
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• 제7권4호
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• pp.375-387
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• 2018

This paper presents a review on progressive collapse mechanism of steel framed buildings exposed to fire. The influence of load ratios, strength of structural members (beam, column, slab, connection), fire scenarios, bracing systems, fire protections on the collapse mode and collapse time of structures is comprehensively reviewed. It is found that the key influencing factors include load ratio, fire scenario, bracing layout and fire protection. The application of strong beams, high load ratios, multi-compartment fires will lead to global downward collapse which is undesirable. The catenary action in beams and tensile membrane action in slabs contribute to the enhancement of structural collapse resistance, leading to a ductile collapse mechanism. It is recommended to increase the reinforcement ratio in the sagging and hogging region of slabs to not only enhance the tensile membrane action in the slab, but to prevent the failure of beam-to-column connections. It is also found that a frame may collapse in the cooling phase of compartment fires or under travelling fires. This is because that the steel members may experience maximum temperatures and maximum displacements under these two fire scenarios. An edge bay fire is more prone to induce the collapse of structures than a central bay fire. The progressive collapse of buildings can be effectively prevented by using bracing systems and fire protections. A combination of horizontal and vertical bracing systems as well as increasing the strength and stiffness of bracing members is recommended to enhance the collapse resistance. A protected frame dose not collapse immediately after the local failure but experiences a relatively long withstanding period of at least 60 mins. It is suggested to use three-dimensional models for accurate predictions of whether, when and how a structure collapses under various fire scenarios.

• Earthquakes and Structures
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• 제11권3호
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• pp.461-481
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• 2016

The research described in this paper investigates the seismic behaviour of lightly reinforced concrete (RC) bearing sandwich panels, heavily conditioned by shear deformation. A numerical model has been prepared, within an open source finite element (FE) platform, to simulate the experimental response of this emerging structural system, whose squat-type geometry affects performance and failure mode. Calibration of this equivalent mechanical model, consisting of a group of regularly spaced vertical elements in combination with a layer of nonlinear springs, which represent the cyclic behaviour of concrete and steel, has been conducted by means of a series of pseudo-static cyclic tests performed on single full-scale prototypes with or without openings. Both cantilevered and fixed-end shear walls have been analyzed. After validation, this numerical procedure, including cyclic-related mechanisms, such as buckling and subsequent slippage of reinforcing re-bars, as well as concrete crushing at the base of the wall, has been used to assess the capacity of two- and three-dimensional low- to mid-rise box-type buildings and, hence, to estimate their strength reduction factors, on the basis of conventional pushover analyses.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2004년도 Proceedings of ISRS 2004
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• pp.452-455
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• 2004

MSC (Multi-Spectral Camera) system is a remote sensing instrument to obtain high resolution ground image. EOS (Electro-Optic System) for MSC mainly consists of PMA (Primary Mirror Assembly), SMA (Secondary Mirror Assembly), HSTS (High Stability Telescope Structure) and DFPA (Detector Focal Plane Assembly). High performance of EOS makes it possible for MSC system to provide high resolution and high quality ground images. Temperature of the EOS needs to be controlled to be in a specific range in order not to have any thermal distortion which can cause performance degradation. It is controlled by full redundant CPU based electronics. The validity of thermistor readings can be checked because a few thermistors are installed on each control point on EOS. Various kinds of thermal control logics are used to prevent 'Single Point Failure'. Control logic has a few set of database in order not to be corrupted by SEU (Single Event Upset). Even though the thermal control logic is working automatically, it can also be monitored and controlled by ground-station operator. In this paper, various ways of thermal control logic for EOS in MSC will be presented, which include thermal control mode and logic, redundancy design and status monitoring and reporting scheme.

• 대한조선학회논문집
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• 제29권2호
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• pp.103-114
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• 1992

본 논문에서는 기하학적 초기결함을 갖는 원통형 쉘이 축방향 압축하중을 받는 경우의 탄성좌굴 신뢰성 해석을 수행하였다. 이를 위하여 Donnell형의 비선형 편미분 방정식으로부터 Galerkin근사법을 사용하여 좌굴모드간의 연성효과를 고려한 불완전한 원통형 쉘의 좌굴하중을 구할 수 있는 다중모드 해석기법을 정식화하였다. 이때 기하학적 초기결함은 축대칭 및 비 축대칭 좌굴모드 형태의 이중급수로 가정하고, 각 급수의 계수는 결합정규분포특성을 갖는 확률변수로 취급하였다. 신뢰성 해석방법으로는 Monte Carlo기법을 사용하였고 초기결함의 통계적 특성의 변화에 따른 좌굴신뢰도의 변화 특성을 살펴보고 실제 경우에 적용하여 그 결과를 검토하였다.

• 한국정밀공학회지
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• 제22권5호
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• pp.152-158
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• 2005

Inner structured and bonded panel, or ISB Panel, as a kind of sandwich type panel, has metallic inner structures which have low relative density, due to their dimensional shape of metal between a pair of metal skin sheets or face sheets. Previous works showed that ISB panels containing inner structures formed as repeated pyramidal shapes saved weight up to $60\%$ in condition of same stiffness comparing with solid sheet. In this work, woven metal is adapted to inner structures replacing pyramidal structures. The test specimens of ISB panel containing woven metal made by multi-point electric resistance welding and 3-point bending test have been carried out. The results of experiments and comparisons of process parameters, stiffness and failure mode are discussed.

• 드라이브 ㆍ 컨트롤
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• 제14권4호
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• pp.71-78
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• 2017

The power train of hydro-mechanical continuously variable transmission (HMCVT) for 8-ton class forklift includes hydro-static units, hydraulic multi-wet disc brake & clutches and complex helical & planetary gears. The helical & planetary gears are key components of HMCVT's power train wherein strength problems are the main concerns including gear bending stress, gear compressive stress, and scoring failure. Many failures in power train gears of HMCVT are due to the insufficient gear strength and resonance problems caused by major excitation forces, such as gear transmission error of mating gear fair in the transmission. In this study, wherein excitation frequencies are the gear tooth passing frequencies of the mating gears, a Campbell diagram is used to calculate the power train gears' critical speeds. Mode shapes and natural frequencies of the power train gears are calculated by CATIA V5. These are used to predict resonance failures by comparing the actual working speed range with the critical speeds due to the gear transmission errors of HMCVT's power train gears.

• Advances in concrete construction
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• 제16권2호
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• pp.107-117
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• 2023

Textile-reinforced concrete composite (TRC) is a new alternative material that can satisfy sustainable development needs in the civil engineering field. Its mechanical behaviour and properties have been identified from the experimental works. However, it is necessary for a numerical approach to consider the effect of the parameters on TRC's behaviour with lower analysis duration and cost related to the experiment. This paper presents obtained results of the numerical modelling for TRC composite using the cracking model for the cementitious matrix in TRC. As a result, the TRC composite exhibited a strain-hardening behaviour with the cracking phase characterized by the drops in tensile stress on the stress-strain curve. This model also showed the failure mode by multi-cracking on the TRC specimen surface. Furthermore, the parametric studies showed the effect of several parameters on the TRC tensile behaviour, as the reinforcement ratio, the length and position of the deformation measurement zone, and elevated temperatures. These numerical results were compared with the experiment and showed a remarkable agreement for all cases of this study.

• 한국전자거래학회지
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• 제15권4호
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• pp.49-58
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• 2010

무선 센서 네트워크 기술은 다양한 e-비즈니스 환경을 가능케 하는 차세대 기반 기술이다. 무선 센서 네트워크가 갖춰야 할 중요한 특징 중 하나는 에너지 효율성이다. 무선 센서 네트워크의 대표적인 국제표준인 IEEE 802.15.4는 에너지 효율을 위해 비컨 가능 모드를 제공하고 있다. 그러나 메쉬 토폴로지 같은 멀티 홉 네트워크에서 비컨 가능 모드를 이용하면 비컨끼리 충돌하여 센서 노드가 동기화하지 못할 수도 있다. 동기화하지 못한 노드는 통신에 참여할 수 없으므로 네트워크 내의 다른 노드에도 영향을 미친다. 본 논문에서는 메쉬 토폴로지를 이용하는 무선 센서 네트워크에서도 비컨 가능 모드를 이용하여 에너지를 효율적으로 사용할 수 있도록 하는 비컨 스케줄링 기법을 제안한다. 이 기법을 이용하여 노드들이 비활성 구간에는 전원을 꺼서 에너지를 절약할 수 있게 하고, 비컨간의 충돌을 방지할 수 있다. 제안하는 기법의 성능평가를 위해 QualNet 시뮬레이터를 사용하여 구현하였으며, 센서 네트워크의 대표적인 응용인 모니터링 상황을 가정하여 실험하였다. 실험을 통해 제안하는 기법을 이용하여 메쉬 토폴로지를 이용하는 네트워크에서도 에너지를 효율적으로 사용할 수 있음을 증명하였다.