• 한국농공학회논문집
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• 제58권3호
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• pp.13-19
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• 2016

Element-focused network analysis method for truss structure is proposed. The propagation process of loads from external loads to connected other elements is similar to that of connections between nodes in accordance with attachment rule in a network. Here nodes indicate elements in a truss structure and edges represent propagated loads. Therefore, the flows of loads in a truss structure can be calculated using the network analysis method, and consequently the structure can also be analyzed. As a first step to analyze a truss structure as a network, we propose a local load transfer rule in accordance with the topology of elements, and then analyze the loads of the truss elements. Application of this method reveal that the internal loads and reactions caused by external loads can be accurately estimated. Consequently, truss structures can be considered as networks and network analysis method can be applied to further complex truss structures.

• 한국가스학회지
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• 제12권1호
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• pp.36-41
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• 2008

본 논문에서는 완전밀폐식 LNG 저장탱크의 외부탱크 측벽면과 지붕 구조물에 대한 강도안전성을 유한요소법으로 해석하였다. 예응력 콘크리트 구조물로 건설된 외부탱크는 내부탱크의 붕괴로 인해 발생하는 LNG 유체정압과 유체동압, 그리고 태풍을 포함한 외부의 풍압하중을 받는다. FEM 해석결과에 의하면, 외부탱크의 측벽면과 지붕 구조물이 서로 연결되는 링빔 구조물은 저장탱크에 작용하는 대부분의 내 외부 하중을 담당하고 있다. 이러한 해석결과는 외부탱크의 설계 포인트를 링빔에 두고, 그 다음은 지붕구조물의 중심부에 대한 설계 안전성을 검토하는 것이다. 완전밀폐식 LNG 저장탱크 해석에서 사용한 해석모델은 LNG 누설에 의한 내부압력 및 태풍과 같은 외부압력이 결합된 복합하중에서도 안전한 강도안전성을 유지하고 있음을 알 수 있다.

• 한국경제지리학회지
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• 제13권2호
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• pp.181-195
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• 2010

광역경제권 정책에 따라 산업단지 정책도 광역권 단위에서 연계구조를 구축하려는 방향으로 논의가 진행되고 있다. 본 분석의 목적은 수도권 산업단지들을 대상으로 산업단지간 연계구조를 도출하는 것이다. 먼저 수도권 산업단지 입주업체 설문조사를 실시하여 광역권 내의 지역간 연계 현황을 파악하였다. 산업단지의 업종별 종사자수 자료를 이용하여 산업단지간 구조유사척도를 계산하고, 수도권 내부와 외부 산업단지의 유사성을 살펴보았다. 또한 산업단지간 거리, 업종별 비율, 입지계수 등의 지표를 종합적으로 판단하여 산업단지 허브-스포크 연계구조(안)를 도출하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.275-279
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• 1996

In this study, the effect of external restraint on the thermal stresses and thermal cracking mode in mass concrete are analysed using the two major factors affecting external restraint such as the ratio of width go height of the placed structure (L/H) and the elastic modulus of base structure (E). For this parametric study, many cases with different values of L/H and Er are analysed by the FEM program and the co-relationship of the those major factors is examined. To evaluate the effect of external restraint on the thermal behavior of placing structure, internal restraint stress caused by temperature difference is subtracted from total thermal stress. In the case of small value of L/H or Er, it shows as internally restricted mode indicating maximum tensile stress in surface at early age, and the external restraint makes the possibility of thermal cracking higher. However, in the case of the large values of L/H and Er, the crack index at center is smaller than at surface due to the effect of external restraint. Thus, the initial location of the thermal crack is shifted from the surface to the center and the resulting crack is formed at later age.

• 한국의류학회지
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• 제17권1호
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• pp.137-149
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• 1993

The concept of style including the external form and internal meaning provides a useful structure to clarify the historical phenomenon on dress. The purpose of this study was to explore surrealism related to the external form and internal meaning and the stylistic change of surrealism through 1930 and 1988 according the linked solution proposed by Brodsky. The results were as follows; 1. In terms of double roots including the external form and the internal meaning on the surrealism of dress, first, the external form was founded to be that each objects having symbolic meaning was dislocated from its original place to dress. Second, the aspects of internal meaning intended to represent not rational and external world but irrational as well as to reveal other nature of object or dress itself. 2. The change of surrealistic style on dress was characterised as "linked solution" change theory than cyclical change theory through the historical data from 1930 to 1988 of documentary sources.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 추계 학술논문 발표대회
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• pp.132-133
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• 2013

External Insulation Method is to place the insulation on the outside of concrete. External Insulation Method is better than Internal Insulation Method to the protection of structure. However, The phenomenon that External Insulation falling from the structure occurs frequently. Apply method of External Insulation is divided Wet Construction, Dry Construction and Wet & Dry Construction. The purpose of this study is to test Bonding Strength of External Insuation. Furthermore, on the basis of this study, External Insulation Method determines the effective development will be made.

• 대한전자공학회논문지SD
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• 제41권10호
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• pp.23-29
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• 2004

본 논문에서는 SRAM을 내장하는 시스템형 집적회로에서 싱글 포트 SRAM을 이용하여 듀얼 포트 SRAM으로 동작하는 구조를 제안한다. 외부 호스트는 내부 SRAM에 데이터를 자유로이 읽거나 쓸 수 있고, 내부 SRAM은 또 다른 외부의 회로부에 저장 데이터의 전달이 가능하면서 호스트와는 동기신호가 없는 구조 즉, 어싱크로너스 듀얼 포트 SRAM의 동작을 하는데, 싱글포트 SRAM을 이용하여 어싱크로너스 듀얼 포트로동작을 하도록 내부의 기능부를 설계하여 듀얼 포트 SRAM에 비해 적은 면적을 차지하는 구조를 제안하고 0.35um CMOS공정으로 칩을 제작하고 검증하였다. 결과로 20% 면적 감소와 20% 전력소비의 효과를 확인하였다.

• The Journal of Asian Finance, Economics and Business
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• 제8권12호
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• pp.371-376
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• 2021

The article analyzes the impact of factors affecting the internal control system of chemical enterprises in Vietnam, providing more empirical evidence on factors affecting the system of internal control. Research data is collected in the form of face-to-face interviews and email interviews with managers and employees working in different positions, managers at all levels, chief accountants, and accountants of 52 chemical enterprises in Vietnam. The survey results collected 310 questionnaires. After eliminating the invalid questionnaires due to many blank cells, the authors chose to use 297 questionnaires. Quantitative research was carried out with SPSS 25 software. Research results show that Business Strategy, Organizational Structure, Organization's perception of the instability of the external environment, and Organizational culture are the factors that positively affect the internal control system of chemical enterprises. This can be explained that, for chemical enterprises, Business strategy, Organizational structure, Organization's perception of the instability of the external environment, and Good organizational culture will positively impact the internal control system of chemical enterprises. Based on the research results, the authors have proposed recommendations to enhance the effectiveness of the internal control system of chemical enterprises in Vietnam, thereby contributing to improving the performance of enterprises in the chemical Vietnamese.

• 한국지반신소재학회논문집
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• 제9권4호
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• pp.17-25
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• 2010

전통적인 보강토옹벽 설계에서의 안정성 검토는 내적 외적 안정으로 구분하여 평가하며, 내적 안정은 보강재의 인발, 파단를 대상으로 하고 외적 안정은 구조체의 침하, 전도, 활동을 대상으로 한다. 최근 지반물성과 해석모델이 갖는 고유 불확실성을 최소화하기 위하여 신뢰성해석이 개발되어져 왔다. 본 연구에서는 내적 외적 안정이라고 정의되는 다양한 파괴모드에 대한 동시 파괴확률의 산정할 수 있도록 체계 신뢰성해석을 제안하였다. 단일구간 모드해법을 적용함에 의해 여러 안정해석에 대한 파괴모드를 통합하여 보강토옹벽 전체 시스템의 안정성을 평가할 수 있도록 하였다. 동시 파괴확률을 이용하면 대상으로 하는 안정해석모델과 파괴형상 및 파괴확률을 복합적으로 고려할 수 있기 때문에 개선된 안전성을 확보할 수 있을 것으로 판단되며, 안정해석모델별로 여러 지표를 이용하여 평가되었던 보강토옹벽의 설계를 대표 지표를 통하여 평가할 수 있다.

• Structural Engineering and Mechanics
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• 제59권3호
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• pp.559-577
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• 2016

There are many theoretical analyses and experimental studies of the hydrodynamics for the tension leg platform (TLP) of a floating wind turbine. However, there has been little research on the arrangement of the TLP's internal structure. In this study, a TLP model and a 5-MW wind turbine model as proposed by the Minstitute of Technology and the National Renewable Energy Laboratory have been adopted, respectively, to comprehensively analyze wind effects and wave and current combinations. The external additional coupling loads on the TLP and the effects of the loads on variables of the internal structure have been calculated. The study investigates preliminary layout parameters-namely, the thickness of the tension leg body, the contact mode of the top tower on the tension leg, the internal stiffening arrangement, and the formation of the spoke structure-and conducts sensitivity analyses of the TLP internal structure. Stress is found to be at a maximum at the top of the tension leg structure and the maximum stress has low sensitivity to the load application point. Different methods of reducing maximum stress have been researched and analyzed, and the effectiveness of these methods is analyzed. Filling of the spoke structure with concrete is discussed. Since the TLP structure for offshore wind power is still under early exploration, arrangements and the configuration of the internal structure, exploration and improvements are ongoing. With regard to its research and analysis process, this paper aims to guide future applications of tension leg structures for floating wind turbine.