• 대한전자공학회논문지SP
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• 제41권6호
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• pp.19-24
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• 2004

본 논문에서는 LCD (liquid crystal display) 생산라인에서 컴퓨터 비전에 의한 BLU (back light unit)의 고해상도 정밀검사를 원활하게 하기 위해 SIMD (single instruction stream and multiple data stream)형 병렬 구조의 다중 프로세서를 이용하여 계산 집약적인 NTGST (noise-tolerant generalized symmetry transform) 검사 알고리즘을 병렬구현 하였다. 먼저 알고리즘 자체의 속도향상을 위해 C 코드의 최적화를 거친 후, 순차형 프로그램을 N개의 데이터를 동시에 처리하는 SIMD형 언어로 변환하고, 검사영상 데이터를 SIMD형 다중프로세서에서 P개의 각 쓰레드에 분할 할당함으로써 O(NP)의 속도향상이 가능하도록 하였다. Dual Pentium Ⅲ 프로세서를 사용하여 실험한 결과, 제안한 병렬시스템은 기존보다 Sp=8 배 이상 고속 처리가 가능하여, 다양한 크기의 BLU에 대한 고해상도 정밀검사장비에도 신축적으로 확장적용 가능함을 확인하였다.

• 한국정보통신학회논문지
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• 제21권4호
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• pp.724-730
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• 2017

항공우주분야 시스템의 네트워크 구현을 위해 고안된 스페이스와이어에는 네트워크의 시각 동기화를 위한 타임코드가 정의되어있다. 스페이스와이어 네트워크에서 타임코드가 링크를 통과할 때마다 14[bit-period]의 전송 지연과 최대값이 10[bit-period]인 전송 지터가 발생하며 이것은 시각 동기화 오차의 주요 원인이다. 본 논문은 스페이스와이어 표준에 정의되어 있는 타임코드를 확장하여 시각 동기화 성능을 개선하는 방법을 제안한다. 타임 마스터와 시각 동기화를 수행하는 노드들은 확장된 타임코드들을 이용하여 시각 정보가 전송되는 과정에서 발생한 전송 지연과 지터를 파악하고 이를 이용하여 시각 동기화 보정을 수행할 수 있다. 제안된 방법의 효과는 OMNeT++ 기반의 스페이스와이어 네트워크 시뮬레이션 환경을 이용하여 분석되었으며 그 결과 수 [bit-period] 이내의 오차로 시각 동기화가 가능하다는 것이 확인되었다. 제안된 방법은 소규모 스페이스와이어 네트워크 시스템에 적합하며 이전 연구 결과들에 비해 구현에 따른 비용 대비 매우 효과적인 성능 향상을 얻을 수 있다.

• 한국전자통신학회논문지
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• 제7권2호
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• pp.263-269
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• 2012

CDMA는 여러 사용자가 시간과 주파수를 공유하면서 각 사용자에게 확산코드라고 하는 서로 다른 의사잡음수열(pseudonoise sequence)을 할당한다. 각 사용자는 할당된 확산코드를 이용하여 송신할 신호를 변조한다. 신호를 변조하는데 사용하는 코드를 선택하는 것은 CDMA 시스템의 수행능력을 결정하는 데 있어 매우 중요하다. 왜냐하면 품질이 좋은 수열은 사용자들 사이의 신호들의 간섭을 줄이고 신호를 잘 복호할 수 있도록 하기 때문이다. 수신자는 데이터를 복호하기 위해 수신된 부호를 동기화한다. 서로 독립인 코드를 사용하는 것은 동시 다중접속을 가능하게 한다. 본 논문에서는 확산 스펙트럼 통신에서 다중접속 충돌을 최소화하고, 시스템의 보안을 증가시키고 사용자의 수를 늘이는데 도움을 주는 비선형 수열을 생성하고 상호상관관계를 분석한다.

• 정보처리학회논문지D
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• 제13D권7호
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• pp.939-946
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• 2006

자바 바이트코드는 많은 장점을 갖지만 수행 속도가 느리고 분석이 어렵다는 단점을 갖는다. 이를 극복하기 위해 바이트코드에 대한 분석과 최적화가 수행되어야 한다. 최적화된 코드를 위해 CTOC를 구현하였다. 바이트코드에 대해 분석과 최적화를 수행하기 위해서는 우선 CFG를 생성해야 한다. 바이트코드의 특성 때문에 기존의 제어 흐름 분석 기술을 바이트코드에 적합하게 확장해야 한다. 또한 정적으로 분석하기 위해 CFG를 SSA Form으로 변환한다. SSA Form으로 변환하기 위해서는 지배 관계, 지배자 트리, 직접 지배자, $\phi$-함수, 재명명, 지배자 경계 등 많은 정보에 대한 계산을 수행한다. 본 논문은 기존의 CFG로부터 SSA Form으로 변환을 위해 알고리즘과 변환 과정을 기술한다. SSA Form이 적용된 그래프는 추후에 타입 추론과 최적화를 위해 사용된다.

• Earthquakes and Structures
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• 제8권6호
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• pp.1363-1386
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• 2015

The October 23 2011 Van Earthquake is studied from an earthquake engineering point of view. Strong ground motion processing was performed to investigate features of the earthquake source, forward directivity effects during the rupture process as well as local site effects. Strong motion characteristics were investigated in terms of peak ground motion and spectral acceleration values. Directiviy effects were discussed in detail via elastic response spectra and wide band spectograms to see the high frequency energy distributions. Source parameters and slip distribution results of the earthquake which had been proposed by different researchers were summarized. Influence of the source parameters on structural response were shown by comparing elastic response spectra of Muradiye synthetic records which were performed by broadband strong motion simulations of the earthquake. It has been emphasized that characteristics of the earthquake rupture dynamics and their effects on structural design might be investigated from a multidisciplinary point of view. Seismotectonic calculations (e.g., slip pattern, rupture velocity) may be extended relating different engineering parameters (e.g., interstorey drifts, spectral accelerations) across different disciplines while using code based seismic design approaches. Current state of the art building codes still far from fully reflecting earthquake source related parameters into design rules. Some of those deficiencies and recent efforts to overcome these problems were also mentioned. Next generation ground motion prediction equations (GMPEs) may be incorporated with certain site categories for site effects. Likewise in the 2011 Van Earthquake, Reverse/Oblique earthquakes indicate that GMPEs need to be feasible to a wider range of magnitudes and distances in engineering practice. Due to the reverse faulting with large slip and dip angles, vertical displacements along with directivity and fault normal effects might significantly affect the engineering structures. Main reason of excessive damage in the town of Erciş can be attributed to these factors. Such effects should be considered in advance through the establishment of vertical design spectra and effects might be incorporated in the available GMPEs.

• Nuclear Engineering and Technology
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• 제50권1호
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• pp.54-67
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• 2018

There have been recent efforts to establish methods for high-fidelity and multi-physics simulation with coupled thermal-hydraulic (T/H) and neutronics codes for the entire core of a light water reactor under accident conditions. Considering the computing power necessary for a pin-by-pin analysis of the entire core, subchannel-scale T/H analysis is considered appropriate to achieve acceptable accuracy in an optimal computational time. In the present study, the applicability of in-house code CUPID of the Korea Atomic Energy Research Institute was extended to the subchannel-scale T/H analysis. CUPID is a component-scale T/H analysis code, which uses three-dimensional two-fluid models with various closure models and incorporates a highly parallelized numerical solver. In this study, key models required for a subchannel-scale T/H analysis were implemented in CUPID. Afterward, the code was validated against four subchannel experiments under unheated and heated single-phase incompressible flow conditions. Thereafter, a subchannel-scale T/H analysis of the entire core for an Advanced Power Reactor 1400 reactor core was carried out. For the high-fidelity simulation, detailed geometrical features and individual rod power distributions were considered in this demonstration. In this study, CUPID shows its capability of reproducing key phenomena in a subchannel and dealing with the subchannel-scale whole core T/H analysis.

• Computers and Concrete
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• 제20권6호
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• pp.663-670
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• 2017

The post-tensioned (PT) flat plate slab system is commonly used in practice, and this simple and fast construction method is also considered to be a very efficient method because it can provide excellent deflection and crack control performance under a service load condition and consequently can be advantageous when applying to long-span structures. However, a detailed design guideline for evaluating the lateral behavior of the PT flat plate slab system is not available in current design codes. Thus, typical design methods used for conventional reinforced concrete (RC) flat plate slab structures have inevitably been adopted in practice for the lateral load design of PT flat plate structures. In the authors' previous studies, the unified equivalent frame method (UEFM) was proposed, which considers the combined effect of gravity and lateral loads for the lateral behavior analysis of RC flat plate slab structures. The aim of this study is to extend the concept of the UEFM to the lateral analysis of PT flat plate slab structures. In addition, the stiffness reduction factors of torsional members on interior and exterior equivalent frames were newly introduced considering the effect of post-tensioning. Test results of various PT flat plate slab-column connection specimens were collected from literature, and compared to the analysis results estimated by the extended UEFM.

• Steel and Composite Structures
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• 제32권1호
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• pp.1-19
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• 2019

The aim of the paper is the prediction of the seismic collapse mode of steel storage pallet racks under seismic loads. The attention paid by the researchers on the behaviour of the industrial steel storage pallets racks is increased over the years thanks to their high dead-to-live load ratio. In fact, these structures, generally made by cold-formed thin-walled profiles, present very low structural costs but can support large and expensive loads. The paper presents a prediction of the seismic collapse modes of multi-storey racks. The analysis of the possible collapse modes has been made by an approach based on the kinematic theorem of plastic collapse extended to the second order effects by means of the concept of collapse mechanism equilibrium curve. In this way, the dissipative behaviour of racks is determined with a simpler method than the pushover analysis. Parametric analyses have been performed on 24 racks, differing for the geometric layout and cross-section of the components, designed in according to the EN16618 and EN15512 requirements. The obtained results have highlighted that, in all the considered cases, the global collapse mechanism, that is the safest one, never develops, leading to a dangerous situation that must be avoided to preserve the structure during a seismic event. Although the studied racks follow all the codes prescriptions, the development of a dissipative collapse mechanism is not achieved. In addition, also the variability of load distribution has been considered, reflecting the different pallet positions assumed during the in-service life of the racks, to point out its influence on the collapse mechanism. The information carried out from the paper can be very useful for designers and manufacturers because it allows to better understand the racks behaviour in seismic load condition.

• 정보보호학회논문지
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• 제19권4호
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• pp.51-61
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• 2009

최근 인터넷 상에서 봇넷을 이용한 사이버 공격이 증가하고 있으며, 이러한 공격들은 금전적 이득을 목적으로 하고 있어 범죄화 양상을 보이고 있다. 봇넷을 이용하는 사이버 공격으로는 스팸 발송, 분산서비스 거부(DDoS) 공격, 악성코드 및 맬웨어(malware) 전파, 피싱, 개인정보 유출 등이 있다. IRC나 HTTP 봇넷과 같은 중앙 봇넷은 그 탐지나 완화 방법의 연구가 다수 존재하지만, P2P 봇넷에 대한 연구는 아직 초기 단계이다. 본 논문에서는 다양한 네트워크 공격의 능동적 분석에 활용되는 허니넷을 이용하여 P2P 기반 Storm 봇 중의 하나안 Peacomm 봇이 발생시키는 트래픽을 분석하였다. 그 결과 Peacomm 봇이 P2P를 통해 광범위한 외부 네트워크의 좀비를 대상으로 다량의 UDP 패킷을 발생시키는 것을 확인하였다. 또한 이를 통해 Peacomm 붓이 봇넷의 규모를 유지하거나 확장한다는 것을 알 수 있었다. 이는 P2P 봇넷을 탐지하고 완화시킬 수 있는 대응기술 마련의 기초로써 사용될 수 있을 것으로 기대된다.

• Earthquakes and Structures
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• 제22권5호
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• pp.503-515
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• 2022

This paper presents the development of seismic fragility curves for a precast reinforced concrete bridge instrumented with a structural health monitoring (SHM) system. The bridge is located near an active seismic fault in the Dominican Republic (DR) and provides the only access to several local communities in the aftermath of a potential damaging earthquake; moreover, the sample bridge was designed with outdated building codes and uses structural detailing not adequate for structures in seismic regions. The bridge was instrumented with an SHM system to extract information about its state of structural integrity and estimate its seismic performance. The data obtained from the SHM system is integrated with structural models to develop a set of fragility curves to be used as a quantitative measure of the expected damage; the fragility curves provide an estimate of the probability that the structure will exceed different damage limit states as a function of an earthquake intensity measure. To obtain the fragility curves a digital twin of the bridge is developed combining a computational finite element model and the information extracted from the SHM system. The digital twin is used as a response prediction tool that minimizes modeling uncertainty, significantly improving the predicting capability of the model and the accuracy of the fragility curves. The digital twin was used to perform a nonlinear incremental dynamic analysis (IDA) with selected ground motions that are consistent with the seismic fault and site characteristics. The fragility curves show that for the maximum expected acceleration (with a 2% probability of exceedance in 50 years) the structure has a 62% probability of undergoing extensive damage. This is the first study presenting fragility curves for civil infrastructure in the DR and the proposed methodology can be extended to other structures to support disaster mitigation and post-disaster decision-making strategies.