• 제목/요약/키워드: Internal structure and external structure

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한국형 패시브하우스를 위한 단열블럭시스템의 난방에너지소비 특성 (A Characteristic Heating-Energy Expend of Insulation Block System for Korea Type Passive House)

  • 강재식;최경석;양관섭;이승언
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2009년도 하계학술발표대회 논문집
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    • pp.603-607
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    • 2009
  • About a Structure is performance external insulation is fundamantal performance for enrgy-saving. these day, most of residential structures have constructed by internal insulation method structure. The method structure internal insulation have construction and economical efficiency, but on the other hand, be generated heat loss by heat bridge especially, be generated loss heat-energy logical consequence in structure ondol. The external insulation structure method has a mert able to minimum to loss heat about heat-bridge. But the external insulation technique is unsatisfactory statues within the know-how and method of construction and materials compared with developed countries. The recently, the requirement of market related to the external insulation technique is resulted by the energy efficiency system, but it can lead to the lack of alternative technique In study on the korea type passive house building design for insulation block method of wall system has to experimental characteristic heat-energy of practice building. In result field-experimental, the heat-bridge appeared to characteristic spent heat-energy of blow 2L class and have a suffience performance it.

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New Configuration of a PLDRO with an Interconnected Dual PLL Structure for K-Band Application

  • Jeon, Yuseok;Bang, Sungil
    • Journal of electromagnetic engineering and science
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    • 제17권3호
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    • pp.138-146
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    • 2017
  • A phase-locked dielectric resonator oscillator (PLDRO) is an essential component of millimeter-wave communication, in which phase noise is critical for satisfactory performance. The general structure of a PLDRO typically includes a dual loop of digital phase-locked loop (PLL) and analog PLL. A dual-loop PLDRO structure is generally used. The digital PLL generates an internal voltage controlled crystal oscillator (VCXO) frequency locked to an external reference frequency, and the analog PLL loop generates a DRO frequency locked to an internal VCXO frequency. A dual loop is used to ease the phase-locked frequency by using an internal VCXO. However, some of the output frequencies in each PLL structure worsen the phase noise because of the N divider ratio increase in the digital phase-locked loop integrated circuit. This study examines the design aspects of an interconnected PLL structure. In the proposed structure, the voltage tuning; which uses a varactor diode for the phase tracking of VCXO to match with the external reference) port of the VCXO in the digital PLL is controlled by one output port of the frequency divider in the analog PLL. We compare the proposed scheme with a typical PLDRO in terms of phase noise to show that the proposed structure has no performance degradation.

한·일 수학과 교육과정의 외·내적 체재 비교 분석 : 직전 교육과정과의 변화를 중심으로 (A comparative study on the external & internal structure of mathematics curriculum between Korea and Japan : Focusing on the aspects of recent revisions)

  • 권오남;이경원;이아란;한채린
    • 한국수학교육학회지시리즈A:수학교육
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    • 제58권2호
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    • pp.187-223
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    • 2019
  • 이 연구의 목적은 우리나라 수학과 교육과정이 나아가야할 변화의 방향을 제안하는 것이다. 이를 위하여 우리나라의 2009, 2015 개정 수학과 교육과정과 일본의 2008, 2017 수학과 교육과정을 대상으로 초, 중, 고등학교급 전반에 걸쳐 직전 교육과정과의 변화를 살피고, 그 변화를 양국 간 비교하였다. 비교결과를 토대로 세 가지의 시사점을 제안하였다.

이중주격구문의 의미구조 (Semantic Structure of Double Nominative Constructions)

  • 김경환
    • 한국콘텐츠학회논문지
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    • 제20권5호
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    • pp.338-343
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    • 2020
  • 언어의 통사, 의미, 형태 등 여러 다른 영역들을 동시에 그리고 독립적으로 생성되는 모듈로 보는 자율어휘문법을 기반으로 이중주격에 대한 의미론적 분석을 제시하는 것이 본 논문의 목적이다. 과거의 통사중심주의적 이론에서는 이중주격에 대한 분석방식으로 소유자인상, 예외적 격부여, 병합 등이 제시되었다. 통사중심주의적 이론과 달리 본 논문에서는 내적소유와 외적소유에 대한 기능-논항구조를 밝혀 이중주격에 대한 의미론적 분석을 제시한다. 이중주격에 사용되는 소유대상은 관계명사로 기능-논항구조에서 소유자를 논항으로 취하는 것으로 본다. 소유자에 해당되는 이 논항이 바로 관계명사와 결합하면 내적소유구문이 생성된다. 반면에 소유자가 공백상태인 경우 소유자와 공지시관계인 논항이 최종적으로 술어와 결합하여 그 결과 소유자가 주격으로 표현되는 외적소유구문이 생성된다. 외적소유의 기능-논항구조는 해당 문장이 내적소유와 달리 주격으로 표현된 소유자에 대해 서술하고 있음을 구조적으로 보여준다.

한국 주심포식건축의 처마구조에 관한 연구 (A Study on the Eaves Structure of Korean Jusimpo-type Architecture)

  • 양재영
    • 건축역사연구
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    • 제25권3호
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    • pp.23-35
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    • 2016
  • The purpose of this study is to classify types of the eaves structure of buildings with the Jusimpo-type structure and to analyze the characteristics of each eaves structure. For this objective, forty buildings were selected and investigated. The results of analysis are summarized as follows. First, the main members of framework which handle a load burden on the long-rafter(長椽) are classified as the Jusim-dori(柱心道里) and the Oemok-dori(外目道里). Based on the method of handling a load, the eaves structure is classified into three types; the Jusim-processing-type(柱心中心形), the Oemok-processing-type(外目中 心形), and the Oemok-processing-variant-type(外目中心變異形). The Jusim-processing-type is the set where the internal length of a long-rafter is longer than the length of the eaves on the basis of the center of a column. The Oemok-processing-type is the set where the external length of a long-rafter is longer than the internal length of it. And the Oemok-processing-variant-type is the set where the internal length of a long-rafter is longer than the external length of it, but it is shorter than the length of the eaves which includes the extruded length of a Buyeon(浮椽). Second, the Jusim-processing-type had been generally adopted in the Jusimpo-type structure of the Goryeo Dynasty. But since the 17th century, the Oemok-processing-type had the highest application rate. Third, the change from the Jusimdori-processing-structure to the Oemokdori-processing-structure means that the long-rafter is moved to the direction of outside of the building, and thus the Jung-dori(中道里) is gradually moved to the column center. And, the change of the eaves with the Jusimpo-type structure was not a process for increasing the length of the eaves but a process for adopting the advantages of the Dapo-type structure by changing the arrangement of purlin. Fourth, the change from the Jusimpo-type structure to the Dapo-type structure could be understood as a process for moving the main point for handling a load from the Jusim-dori to the Oemok-dori.

Dynamic analysis of immersion concrete pipes in water subjected to earthquake load using mathematical methods

  • Haghighi, Mohammad Salkhordeh;Keikha, Reza;Heidari, Ali
    • Earthquakes and Structures
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    • 제15권4호
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    • pp.361-367
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    • 2018
  • In this paper, dynamic analysis of concrete pipe submerged in the fluid and conveying fluid is studied subjected to earthquake load. The structure is modeled by classical shell theory and the force induced by internal fluid is obtained by Navier-Stokes equation. Applying energy method and Hamilton's principle, the motion equations are derived. Based on Navier and Newmark methods, the dynamic deflection of the structure is calculated. The effects of different parameters such as mode number, thickness to radius ratios, length to radius ratios, internal and external fluid are discussed on the seismic response of the structure. The results show that considering internal and external fluid, the dynamic deflection increases.

GIS와 설문분석에 의한 강원대 학술림의 비목재생산기능 평가 (Evaluation of Non-Timber Forest Functions in the Research Forest of Kangwon National University Using GIS and Questionnaire Analysis)

  • 최상현;김진국;우종춘
    • Journal of Forest and Environmental Science
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    • 제29권1호
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    • pp.99-108
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    • 2013
  • This study was conducted to evaluate the non-timber forest functions of the Research Forest area of Kangwon National University. In this study, forest recreation function was investigated through survey method answered by forest management experts. The evaluation factors for forest recreation function were separated into external and internal factors. Each factor was classified into intermediate element and detailed element. Therefore in this study, the evaluation factors of forest recreation function were divided into two groups which are the potential of external factors and the suitability of internal factors. Potential of the external factors were divided into accessibility, location, landscape and induction factors while the suitability of internal factor was divided into stand structure, forest structure and human impact. The priority of the potential of external factors was in order that location, accessibility, induction factors and landscape. The most important factors for the location, accessibility, induction and landscape factors are based on regional characteristics.

Seismic response of underwater fluid-conveying concrete pipes reinforced with SiO2 nanoparticles using DQ and Newmark methods

  • Maleki, Mostafa;Bidgoli, Mahmood Rabani
    • Computers and Concrete
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    • 제21권6호
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    • pp.717-726
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    • 2018
  • Concrete pipelines are the most efficient and safe means for gas and oil transportation over a long distance. The use of nano materials and nono-engineering can be considered for enhancing concrete pipelines properties. the tests show that $SiO_2$ nanoparticles can improve the mechanical behavior of concrete. Moreover, severe hazard for pipelines is seismic ground motion. Over the years, scientists have attempted to understand pipe behavior against earthquake most frequently via numerical modeling and simulation. Therefore, in this paper, the dynamic response of underwater nanocomposite submerged pipeline conveying fluid is studied. The structure is subjected to the dynamic loads caused by earthquake and the governing equations of the system are derived using mathematical model via Classic shell theory and Hamilton's principle. Navier-Stokes equation is employed to calculate the force due to the fluid in the pipe. As well, the effect of external fluid is modeled with an external force. Mori-Tanaka approach is used to estimate the equivalent material properties of the nanocomposite. 1978 Tabas earthquake in Iran is considered for modelling seismic load. The dynamic displacement of the structure is extracted using differential quadrature method (DQM) and Newmark method. The effects of different parameters such as $SiO_2$ nanoparticles volume percent, boundary conditions, thickness to radius ratios, length to radius ratios, internal and external fluid pressure and earthquake intensity are discussed on the seismic response of the structure. From results obtained in this paper, it can be found that the dynamic response of the pipe is increased in the presence of internal and external fluid. Furthermore, the use of $SiO_2$ nanoparticles in concrete pipeline reduces the displacement of the structure during an earthquake.

Earthquake response of nanocomposite concrete pipes conveying and immersing in fluid using numerical methods

  • Maleki, Mostafa;Bidgoli, Mahmood Rabani;Kolahchi, Reza
    • Computers and Concrete
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    • 제24권2호
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    • pp.125-135
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    • 2019
  • Concrete pipelines are the most efficient and safe means for gas and oil transportation over a long distance. The use of nano materials and nono-engineering can be considered for enhancing concrete pipelines properties. the tests show that SiO2 nanoparticles can improve the mechanical behavior of concrete. Moreover, severe hazard for pipelines is seismic ground motion. Over the years, scientists have attempted to understand pipe behavior against earthquake most frequently via numerical modeling and simulation. Therefore, in this paper, the dynamic response of underwater nanocomposite submerged pipeline conveying fluid is studied. The structure is subjected to the dynamic loads caused by earthquake and the governing equations of the system are derived using mathematical model via Classic shell theory and Hamilton's principle. Navier-Stokes equation is employed to calculate the force due to the fluid in the pipe. As well, the effect of external fluid is modeled with an external force. Mori-Tanaka approach is used to estimate the equivalent material properties of the nanocomposite. 1978 Tabas earthquake in Iran is considered for modelling seismic load. The dynamic displacement of the structure is extracted using differential quadrature method (DQM) and Newmark method. The effects of different parameters such as SiO2 nanoparticles volume percent, boundary conditions, thickness to radius ratios, length to radius ratios, internal and external fluid pressure and earthquake intensity are discussed on the seismic response of the structure. From results obtained in this paper, it can be found that the dynamic response of the pipe is increased in the presence of internal and external fluid. Furthermore, the use of SiO2 nanoparticles in concrete pipeline reduces the displacement of the structure during an earthquake.

Capital Structure and Financial Performance: A Case of Saudi Petrochemical Industry

  • ALI, Anis;FAISAL, Shaha
    • The Journal of Asian Finance, Economics and Business
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    • 제7권7호
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    • pp.105-112
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    • 2020
  • The study investigates and measures the impact of capital structure, profitability and financial performance on the success of the business organization. Capital structure of the business organization refers to the proportion of external funds and internal funds, i.e., debt and equity. In Saudi Arabia, petrochemicals companies are working on equity, but financial performance reflects negative trend for the period 2004 to 2016. The research is based upon secondary data available on the websites of petrochemicals companies of Saudi Arabia. Financial Ratio variability analysis and Trend Indices of financial ratios (TICBI) measure and compare the financial variability and sensitivity of financial ratios of the business organization. Correlation between Trend Indices (TICBI) of independent variable and dependent variables are to be calculated to know the impact of changes in debt equity on other dependent variables. The results reveal the unexpected performance of petrochemicals companies due to under-utilization of the resources caused by low demand and lower prices of the products governed by some internal and external factors. The study finds that size, demand, cost of production, profitable streams of products, and low cost capital in external funds are the factors responsible for overall growth development of the petrochemicals industry of Saudi Arabia.