• 한국정보과학회논문지:정보통신
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• 제28권3호
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• pp.447-453
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• 2001

본 논문에서는 방향성 커플러를 이용하여 구성한 광 베니언-형 교환 망에 있어 교환소자를 달리하는 멀티캐스팅의 스케줄링을 고려한다. 임의의 주어진 시각에 최대한 하나의 접속만이 각각의 교환소자를 점유하기 때문에 블록킹은 물론 누화가 발생하지 않도록 보장된다. 이러한 멀티캐스팅에서는 대개 수차례 걸친 라우팅이 수반되므로 라우팅 횟수를 최소한으로 하는 것이 바람직하다. 먼저 일-대-다 접속 능력을 제공하는 광 베니언-형 망에서 접속들이 동일한 교환소자를 경유하기 위한 필요충분 조건을 제시한다. 멀티캐스트 접속을 일정한 부분접속들로 분할 하는 규칙을 정의하고 부분접속들간의 누화 관계를 그래프로 표현한다. 최악의 경우의 누화를 분석하기 위해 그래프차수의 상한을 제시한다. 후속 논문(제2부)[14]에서는 스케줄링 알고리즘과 스케줄링 길이의 상한을 고찰하고 관련 연구결과와의 상세한 비교를 다룬다.

• 복합신소재구조학회 논문집
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• 제6권2호
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• pp.52-62
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• 2015

This study aims at developing a new seismic resistant method by using precast concrete wall panels for existing low-rise, reinforced concrete beam-column buildings such as school buildings. Three quasi-static hysteresis loading tests were performed on one unreinforced beam-column specimen and two reinforced specimens with U-type precast wall panels. Top shear connection of the PC panel was required to show the composite strength of RC column and PC wall panel. However, the strength of the connection did not influence directly on the ultimate loading capacities of the specimens in the positive loading because the loaded RC column push the side of PC wall panel and it moved horizontally before the shear connector receive the concentrated shear force in the positive loading process. Under the positive loading sequence(push loading), the reinforced concrete column and PC panel showed flexural strength which is larger than 97% of the composite section because of the rigid binding at the top of precast panel. Similar load-deformation relationship and ultimated horizontal load capacities were shown in the test of PR1-LA and PR1-LP specimens because they have same section dimension and detail at the flexural critical section. An average of 4.7 times increase in the positive maximum loading(average 967kN) and 2.7 times increase in the negative maximum loading(average 592.5kN) had resulted from the test of seismic resistant specimens with anchored and welded steel plate connections than that of unreinforced beam-column specimen. The maximum drift ratios were also shown between 1.0% and 1.4%.

• 한국실내디자인학회논문집
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• 제17권5호
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• pp.133-140
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• 2008

This study is purposed to understand the usage of the color and the material pattern in detail and to apply for interior architecture. Many documents have prescribed the color and the pattern at random. While the usage of the color and the materials was ignored rather than architectural form, the importance of the color and the materials stands out in modern interior space. The villa, the weekend home of the Savoye family, was built between 1928 and 1931. Particularly, the villa Savoye was focused for this study. Le Corbusier viewed case pieces for storage and wall partition for division as architecture, and he units furniture and architecture by developing partition that could be painted either the wall color to become part of the wall or in contrasting colors to stand out as wall partition. He loved white and lie believed in using it for interiors, but noted that it should also be balanced with a wall related polychromy. Color became an integral part of white structure of the villa savoye that was raised on stilt with an exterior wall at the base painted green as a visual connection with the lawn. Color was used architecturally in the interior as well, with white walls interrupted by planes of pink, blue and red ocher and it gives the space an unexpected playfulness with tile color of the finishing materials. the various usage of the color and material patterns constitute an element of great architectural richness. They have a unique principle based on emotional order and make the man move to another space and experience the spacial connection.

• 한국안전학회지
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• 제34권2호
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• pp.40-47
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• 2019

The Half-depth precast deck is a structural system that utilizes pre-cast panels pre-built at the factory as formwork at the construction stage and as a major structural member at the same time after completion. These systems have joints between segments, and the detail and performance of the joints are factors that have a very large impact on the quality, such as the constructability and durability of the bridge decks. In this study, strength performance evaluation was performed for improved joints using connecting rebar by experimental method. Static loading tests were conducted on the test specimen with improved joint, those with existing joint and those without joint. The test results of the specimens were compared to each other, and the flexural strength required by the design was compared. The flexural strength required in the design was presented by finite element analysis. It has been shown that the flexural strength of the specimens with joints were more than twice that required by the design. But the flexural strength of the specimen with existing joint was about 84% of that without joint. The flexural strength of the specimen with improved joints was a nearly similar degree of that compared to the specimen without joint. And a comparison of the moment-deflection relationship curves of the two specimens also shows a very similar flexural behavior. It is confirmed that improved joint has sufficient flexural strength. In addition to strength, the bridge decks require serviceability, such as deflection and cracking, and in particular, fatigue resistance due to repetitive live loads is an important performance factor. Therefore, further verification studies are required.

• 한국멀티미디어학회논문지
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• 제24권5호
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• pp.684-694
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• 2021

Resting-state Functional Magnetic Resonance Imaging(fMRI) data detects the temporal correlations in Blood Oxygen Level Dependent(BOLD) signal and these temporal correlations are regarded to reflect intrinsic cortical connectivity, which is deactivated during attention demanding, non-self referential tasks, called Default Mode Network(DMN). The relationship between fMRI and anatomical connectivity has not been studied in detail, however, the preceded studies have tried to clarify this relationship using Diffusion Tensor Imaging(DTI) and fMRI. These studies use method that fMRI data assists DTI data or vice versa and it is used as guider to perform DTI tractography on the brain image. In this study, we hypothesized that functional connectivity in resting state would reflect anatomical connectivity of DMN and the combined images include information of fMRI and DTI showed visible connection between brain regions related in DMN. In the previous study, functional connectivity was determined by subjective region of interest method. However, in this study, functional connectivity was determined by objective and advanced method through Independent Component Analysis. There was a stronger connection between Posterior Congulate Cortex(PCC) and PHG(Parahippocampa Gyrus) than Anterior Cingulate Cortex(ACC) and PCC. This technique might be used in several clinical field and will be the basis for future studies related to aging and the brain diseases, which are needed to be translated not only functional connectivity, but structural connectivity.

• Structural Engineering and Mechanics
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• 제84권5호
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• pp.619-632
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• 2022

Reinforced concrete (RC) structures may be subjected to sudden dynamic impact loads such as explosions occurring for different reasons, the collision of masses driven by rockfall, flood, landslide, and avalanche effect structural members, the crash of vehicles to the highway and seaway structures. Many analytical, numerical, and experimental studies focused on the behavior of RC structural elements such as columns, beams, and slabs under sudden dynamic impact loads. However, there is no comprehensive study on the behavior of the RC column-beam connections under the effect of sudden dynamic impact loads. For this purpose, an experimental study was performed to investigate the behavior of RC column-beam connections under the effect of low-velocity impact loads. Sixteen RC beam-column connections with a scale of 1/3 were manufactured and tested under impact load using the drop-weight test setup. The concrete compressive strength, shear reinforcement spacing in the beam, and input impact energy applied to test specimens were taken as experimental variables. The time histories of impact load acting on test specimens, accelerations, and displacements measured from the test specimens were recorded in experiments. Besides, shear and bending crack widths were measured. The effect of experimental variables on the impact behavior of RC beam-column connections has been determined and interpreted in detail. Besides, a finite element model has been established for verification and comparison of the experimental results by using ABAQUS software. It has been demonstrated that concrete strength, shear reinforcement ratio, and impact energy significantly affect the impact behavior of RC column-beam connections.

• 한국컴퓨터정보학회:학술대회논문집
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• 한국컴퓨터정보학회 2021년도 제64차 하계학술대회논문집 29권2호
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• pp.117-122
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• 2021

In order to reveal the co-research relationship with key research institutes in the computer field in Korea, which have high competitiveness in the ICT field, this paper analyzes the co-author network of research institutes based on the papers of Korean journals. For this study, 15 computer journals published in Korea were selected and collected for the past 5 years. In addition, authors, affiliated institutions, and country information were extracted from the papers, and experimental data were produced using institutional identification data and SNA analysis techniques. Through this, statistical analysis was performed on researchers, research institutes, and countries, and the centrality of research institutes was measured through co-authored network analysis and visualized as a map. The results of the research that analyzed the co-author relationship based on the papers in computer science journals published in Korea are as follows. First, the status of co-author relations among researchers was statistically analyzed in detail. The number of authors, the number of co-authors, and statistics by co-authoring countries, as well as the ratio of co-authored research by institution and the ratio of co-authored by country were revealed. The co-authoring status of papers in English journals was analyzed separately to compare and analyze characteristics. Second, the centrality of each individual was measured through the co-authored network analysis of the identified researchers, institutions and countries affiliated with the institution, and the frequency of connection between data by level was identified. In addition, the co-authorization network between research institutes was visualized and presented as a map so that the overall view of the co-authoring network was presented, and the connection frequency between the institutes was checked. It is possible to recommend a research partner based on the co-authoring behavior of Korean computer researchers and the co-authoring relationship between major research institutes. For this, additional research is needed to analyze the subject areas of each institution.

• 한국지진공학회논문집
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• 제10권4호
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• pp.67-76
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• 2006

본 논문에서는 철골 각형강관단면(RHS) 기둥-보 접합부에서 웨브의 모멘트 전달효율을 평가하였다. 먼저, 5개의 철골보접합부에 대한 비선형 유한요소해석을 수행하였다. 이들은 접합부 상세가 다르게 설계되었고, 따라서 휨저항 성능이 각기 다르다. 해석결과 RHS 기둥을 가진 모델은 기둥 플랜지의 면외변형 때문에 WF(Wide Flange) 기둥을 가진 모델에 비해 모멘트 전달효율이 저하함을 보였다. 스캘럽(WAH)과 얇은 강관기둥 두께도 모멘트 전달효율의 저하를 가져오는 원인으로서, 결과적으로 보-기둥 접합부의 파단을 초래할 가능성이 크다. 해석과 이전의 실험결과를 기초로 하면, 응력집중은 모멘트 전달효율과 반비례하고, 접합부의 변형능력은 모멘트 전달효율의 저하에 따라 감소하는 것을 알 수 있다. 더 나아가서 바닥슬래브가 있는 합성보 접합부에 대한 유한요소해석결과는 중립축이 상부플랜지 방향으로 상승함으로써 모멘트 전달효율이 저하했고, 이러한 영향은 접합부의 조기 취성파단을 초래하는 것을 보였다.

• 인지과학
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• 제22권1호
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• pp.19-38
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• 2011

사람이 공간에 대한 표현이나 추론을 기술할 때, 정량적 정보 표현과 관련 추론이 어렵거나 불가능 할 때 정성적 표현과 추론을 사용할 수 있다. 2차원 공간에 대한 많이 알려진 정성적 방법 중에 RCC(Region Connection Calculus)-8이 있다. 지역(region)을 공간에 대한 온톨로지 기본 개체로 하는 RCC-8은 위상학적 의미에서 두 개의 지역에 관해 connection 기반의 논리식 및 개념적 이웃과 변환을 나타낸 것으로 각 지역의 이동이나 크기 변화를 전제로 하고 있다. 그러나 현실 세계의 공간 표현과 추론에는 몇 가지 측면들이 더 고려되어야 한다. 본 논문에서는 중력장내에서 일어나는 물리적 화학적 작용에 의해 변화하는 동적인 물질세계의 정성적 공간 표현을 위해 RCC-8의 수정 확장된 방법을 제안한다. 2D의 정성적 공간 표현 및 추론에서 전역적 참조 프레임(global reference frame)의 필요성을 기술하고, 전역적 참조 프레임을 사용하여 동적 물질세계의 물리적 화학적 변화를 표현하고 추론하기 위한 QSR-14을 기술한다. QSR-14는 RCC-8에서 불가능한 상황을 표현할 수 있어 실제 세계의 정성적 공간 표현 및 변화에 더 적합하다고 판단된다. 몇 개의 예제를 통해 정성적 표현과 추론에 대한 QSR-14의 유용성을 보인다.

• 교육시설
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• 제13권3호
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• pp.56-65
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• 2006

The multipurpose auditoriums in schools are the center of local community and the places of their life-long education. The multipurpose auditoriums are to be open and made available for use by local public as far as it does not interfere with the education of the schools. However, most of them are not open to public on the pretext of management problems while demands of local communities for the opening of the facility is rising. The role of the multipurpose auditorium as the place of physical training and its maximum availability to local community have be taken into account of from its design stage. The location of the auditorium itself has to be close to the main entrance of the school for easy access, its facilities located in one common area, their management and maintenance scheme adopted appropriately but legally, and then security and safety measurement have to be devised. Also, more studies are necessary to propose detail regulations for local sports facilities and to develop their interrelationship and network, in connection with sophistication of school facilities and BTL system.