• 한국통신학회논문지
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• 제33권2A호
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• pp.139-147
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• 2008

DVB-S2 (Digital Video Broadcasting-Satellite, Version 2) 위성방송 시스템은 채널 상태에 따라 적응적으로 구조가 가변되는 프레임을 전송하므로, 수신기의 초기 동기 획득 과정에서는 프레임의 시작점과 구조를 동시에 검출하는 과정이 요구된다. 또한 동기 획득을 위한 최저 동작 신호 대 잡음비가 매우 낮음으로 인해, 요구 성능을 만족시키기 위해서는 다수개의 프레임을 활용하는 방법이 필요하다. 본 논문에서는 DVB-S2 신호 전송 시 다수개의 프레임을 활용하여 시간 동기와 구조를 동시에 검출하는 방식에 대해 검출 오율을 유도하고 성능을 평가한다. 특히 신호 상관 출력의 연판정과 경판정 값을 사용 시 성능 및 복잡도 변화를 평가하고, 최적 성능을 위한 동기 파라미터를 제시하며, 분석 결과를 모의실험을 통해 검증한다.

• Earthquakes and Structures
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• 제9권5호
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• pp.957-981
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• 2015

Earthquakes occur as a cluster in many regions around the world where complex fault systems exist. The repeated shaking usually induces accumulative damage to affected structures. Damage accumulation in structural systems increases their level of degradation in stiffness and also reduces their strength. Many existing analytical tools of modeling RC structures lack the salient damage features that account for stiffness and strength degradation resulting from repeated earthquake loading. Therefore, these tools are inadequate to study the response of structures in regions prone to multiple earthquakes hazard. The objective of this paper is twofold: (a) develop a tool that contains appropriate damage features for the numerical analysis of RC structures subjected to more than one earthquake; and (b) conduct a parametric study that investigates the effects of multiple earthquakes on the response of RC moment resisting frame systems. For this purpose, macroscopic constitutive models of concrete and steel materials that contain the aforementioned damage features and are capable of accurately capturing materials degrading behavior, are selected and implemented into fiber-based finite element software. Furthermore, finite element models that utilize the implemented concrete and steel stress-strain hysteresis are developed. The models are then subjected to selected sets of earthquake sequences. The results presented in this study clearly indicate that the response of degrading structural systems is appreciably influenced by strong-motion sequences in a manner that cannot be predicted from simple analysis. It also confirms that the effects of multiple earthquakes on earthquake safety can be very considerable.

• Earthquakes and Structures
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• 제6권5호
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• pp.561-580
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• 2014

After strong earthquakes conventional frames used worldwide in multi - story steel buildings (e.g. moment resisting frames) are not well positioned according to reparability. Two innovative systems for seismic resistant steel frames incorporated with dissipative fuses were developed within the European Research Program "FUSEIS" (Vayas et al. 2013). The first, FUSEIS1, resembles a vertical Vierendeel beam and is composed of two closely spaced strong columns rigidly connected to multiple beams. In the second system, FUSEIS2, a discontinuity is introduced in the composite beams of a moment resisting frame and the dissipative devices are steel plates connecting the two parts. The FUSEIS system is able to dissipate energy by means of inelastic deformations in the fuses and combines ductility and architectural transparency with stiffness. In case of strong earthquakes damage concentrates only in the fuses which behave as self-centering systems able to return the structure to its initial undeformed shape. Repair work after such an event is limited only to replacing the fuses. Experimental and numerical investigations were performed to study the response of the fuses system. Code relevant design rules for the seismic design of frames with dissipative FUSEIS and practical recommendations on the selection of the appropriate fuses as a function of the most important parameters and member verifications have been formulated and are included in a Design Guide. This article presents the design and performance of building frames with FUSEIS 1-1 based on models calibrated on the experimental results.

• 한국전산구조공학회논문집
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• 제18권2호
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• pp.181-190
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• 2005

파사드리거는 아웃리거 구조시스템에 rms거하는 것으로 구조물의 외곽에 설치되는 파사드리거는 구조물의 내부에 수직으로 설치된 가새골조로부터 분리되어 구조물의 외곽에 설치된다. 따라서 이 시스템은 중앙의 코아에 부착되는 아웃리거와는 달리 사재로 인한 내부 동선의 장애가 발생하지 않는 장점이 있다. 리거의 현재에 인접한 슬래브가 파사드리거와 가새골조 사이의 전단력을 전달하며 가새골조와 파사드리거를 지지하는 기둥 사이의 상호작용을 일으킨다. 이 논문에서는 등분포하중과 삼각분포하중, 그리고 구조물 상단에 집중하중이 작용하고 구조물의 외곽에 여러개의 파사드리거가 설치된 가새골조에 대한 근사해석방법을 제시하였으며, 구조모델들을 이용하여 MIDAS프로그램에 의한 결과와 비교하였고 만족할만한 결과를 얻었다. 본 연구에서 제시된 매트릭스 해석방법은 구조물 상단의 수평변위나 가새골조 하단의 전도모멘트와 같은 구조물의 거동에 대한 파사드리거의 영향을 신속하게 평가할 수 있으며 구조물 상단의 변위를 최소화할 수 있는 파사드리거의 최적위치 결정을 위해 유용하게 사용될 수 있을 것이다.

• 한국멀티미디어학회논문지
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• 제22권12호
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• pp.1457-1465
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• 2019

3D convolution is to stack multiple consecutive frames to form a cube, and then apply the 3D convolution kernel in the cube. In this structure, each feature map of the convolutional layer is connected to multiple adjacent sequential frames in the previous layer, thus capturing the motion information. However, due to the changes of pedestrian posture, motion and position, the convolution at the same place is inappropriate, and when the 3D convolution kernel is convoluted in the time domain, only time domain features of three consecutive frames can be extracted, which is not a good enough to get action information. This paper proposes an action recognition method based on feature fusion of 3D convolutional neural network. Based on the VGG16 network model, sending a pre-acquired optical flow image for learning, then get the time domain features, and then the feature of the time domain is extracted from the features extracted by the 3D convolutional neural network. Finally, the behavior classification is done by the SVM classifier.

• 정보처리학회논문지C
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• 제17C권6호
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• pp.485-490
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• 2010

프레임 집약 기법은 MAC 계층에서의 처리율 향상을 위한 기법으로, 새로운 무선랜 표준인 IEEE 802.11n에서는 MSDU 단위의 집약기법(A-MSDU) 과 MPDU 단위의 집약기법 (A-MPDU)을 지원한다. 본 논문에서는 IEEE 802.11n의 A-MPDU 기법을 릴레이 기반의 협력 통신환경에 적용하여 수신단에서 협력적으로 프레임을 복구할 수 있는 협력적 프레임 집약 기법을 제안한다. 제안한 협력적 프레임 기법은 채널 상태가 나쁜 경우에도 두 개 이상의 프레임을 수신하여 복구시키는 것이 가능하기 때문에 기존 기법에 비해 처리율을 향상시킬 수 있다. 성능 분석 모델을 통한 수치 분석 결과는 채널 상태에 따라 제안 기법이 기존의 릴레이 전송 기법 또는 직접적 전송 기법보다 성능이 더 좋아짐을 보여준다.

• Earthquakes and Structures
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• 제18권2호
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• pp.185-199
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• 2020

A computationally-efficient method for multi-criteria optimisation is developed for performance-based seismic design of friction energy dissipation dampers in RC structures. The proposed method is based on the concept of Uniform Distribution of Deformation (UDD), where the slip-load distribution along the height of the structure is gradually modified to satisfy multiple performance targets while minimising the additional loads imposed on existing structural elements and foundation. The efficiency of the method is demonstrated through optimisation of 3, 5, 10, 15 and 20-storey RC frames with friction wall dampers subjected to design representative earthquakes using single and multi-criteria optimisation scenarios. The optimum design solutions are obtained in only a few steps, while they are shown to be independent of the selected initial slip loads and convergence factor. Optimum frames satisfy all predefined design targets and exhibit up to 48% lower imposed loads compared to designs using a previously proposed slip-load distribution. It is also shown that dampers designed with optimum slip load patterns based on a set of spectrum-compatible synthetic earthquakes, on average, provide acceptable design solutions under multiple natural seismic excitations representing the design spectrum.

• Steel and Composite Structures
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• 제39권3호
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• pp.243-259
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• 2021

In the present paper, a Monte Carlo-based framework is developed to investigate the accuracy and reliability of analytical fragility curves of steel moment-resisting frames and simple SDOF systems. It is also studied how the effectiveness of incremental dynamic analysis (IDA) and multiple stripes analysis (MSA) approaches, as two common nonlinear dynamic analysis methods, are influenced by the number of records and analysis stripes in fragility curves producing. Results showed that the simple SDOF systems do not provide accurate and reliable fragility curves compared with realistic steel moment-resisting structures. It is demonstrated that, the effectiveness of nonlinear dynamic analysis approaches is dependent on the fundamental period of structures, where in short-period structures, IDA is found to be more effective approach compared with MSA. This difference between the effectiveness of two analysis approaches decreases as the fundamental period of structures become longer. Using of 2 or 3 analysis stripes in MSA approach leads to significant inaccuracy and unreliability in the estimated fragility curves. Additionally, 15 number of ground motion records is recommended as a threshold of significant unreliability in estimated fragility curves, constructed by MSA.

• 한국통신학회논문지
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• 제32권11C호
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• pp.1066-1072
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• 2007

본 논문에서는 동영상 부호화 방식의 움직임 추정을 위한 고속 다중 참조 프레임 선택 기법에 대해 제안한다. 움직임 추정을 위해 다중 프레임을 참조하는 H.264 동영상 부호화 방식의 경우, 블록별로 선택된 최적의 참조 프레임들은 일정한 상관관계를 유지하는 특성이 존재한다. 제안 방식은 이러한 통계적 특성을 이용하여, 임의의 블록 크기의 움직임 추정 모드에서 선택된 최적의 참조 프레임 정보를 이용하여 하위 블록 크기의 움직임 추정 모드에서 사용할 참조 프레임을 예측한다. 실험 결과를 통해 5개의 참조 프레임 사용을 기준으로 제안하는 기법을 사용하였을 때, 움직임 추정에 소요되는 시간은 가용한 모든 참조 프레임에 대해 움직임 추정을 수행하는 방식 대비 평균 60% 감소되었으며, PSNR 및 발생 비트율 측면에서 거의 동일한 성능을 유지함을 확인할 수 있었다.

• Earthquakes and Structures
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• 제17권1호
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• pp.75-89
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• 2019

The paper presents experimental and numerical studies carried out on low-rise RC frames, typically found in developing countries. Shake table tests were conducted on 1:3 reduced scaled two-story RC frames that included a code conforming SMRF model and another non-compliant model. The later was similar to the code conforming model, except, it was prepared in concrete having strength 33% lower than the design specified, which is commonly found in the region. The models were tested on shake table, through multiple excitations, using acceleration time history of 1994 Northridge earthquake, which was linearly scaled for multi-levels excitations in order to study the structures' damage mechanism and measure the structural response. A representative numerical model was prepared in finite element based program SeismoStruct, simulating the observed local damage mechanisms (bar-slip and joint shear hinging), for seismic analysis of RC frames having weaker beam-column joints. A suite of spectrum compatible acceleration records was obtained from PEER for incremental dynamic analysis of considered RC frames. The seismic performance of considered RC frames was quantified in terms of seismic response parameters (seismic response modification, overstrength and displacement amplification factors), for critical comparison.