• 제목/요약/키워드: interior angle

검색결과 159건 처리시간 0.023초

1980년대 이후 한국 단독주택 공간 형태 변화 연구 (A Study on the Change of Spacial Form of Korean Detached House after 1980s)

  • 이선민;허범팔
    • 한국실내디자인학회논문집
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    • 제21권5호
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    • pp.254-263
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    • 2012
  • This study found out the change of spacial form of detached house in Korea on a 10-year basis from 1980s though analysis on the architecture of each period. For the subject houses of this study, the detached houses introduced repeatedly as excellent cases in technical journals for architecture were collected among those completed by architects who designed numerous houses and a survey was conducted on 18 detached houses of 18 architects among the in urban style houses in Seoul and suburban style houses in the suburbs of Seoul. Through this study, it could be found that, as the morphological application of traditional architecture was settled with spatial concept, the external spatial form of the detached houses in Korea after 1980s was changed to westernized form but the internal spacial form had been continuously changing suitable to our emotion by reflecting the living habit and taste with the traditional attitude to perceive and accept the nature. As for the change in the forms of interior space, vertical space with more than two floors became common. Front porch and stair hall, which were located at the center of a house and became an important spacial element that overlapped family's moving line, changed to open and bright space that used transparent glass and increased the space to contact the open air, reflecting our living habit and taste that preferred the feeling of internal openness. A Private space, main room, was more segmented and luxurious, and a public space, living room, secured the independency by getting close to symbolic yard. As for the change in the form of exterior space, the form of façade window has been changing in its location and size and brought free images due to the advancement of technology and material. The shape of roofs was borrowed from western style and a lot of geometrical forms that break away from the concept of angle rater and eaves are appearing.

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영구자석 매입형 BLDC 전동기 센서리스 제어시스템의 위치검지 오차분석 및 모델링 (An Analysis of Position Detection Error of Sensorless Controller and Modeling of Drive System for Interior Permanent Magnet BLDC Motors)

  • 이동명;김학원;조관열
    • 전력전자학회논문지
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    • 제12권1호
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    • pp.9-18
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    • 2007
  • 본 논문에서는 120도 통전방식의 영구자석 매입형 전동기의 센서리스 제어에 있어서 회전자의 위치를 검출하기 위하여 사용되는 비통전상의 단자전압에 대한 분석을 행한다. 본 연구에서 모터의 비통전상의 단자전압으로부터 얻어지는 위치 정보가 실제의 회전자 위치보다 앞서 있음을 보이며, 이러한 위치 검지 오차에 대한 정량적 분석 및 제어시스템의 모델링을 행한다. 시뮬레이션 및 실험 결과는 제안한 모델링 및 위치 오차의 정량적 분석이 타당함을 보여준다. 또한, 위치 검지 오차에 의해 진상각이 과다하게 인가됨으로 인해 발생하는 이상전류 현상을 분석하며, 이러한 이상전류를 제거하기 위해서는 제어기에서 인가하는 진상각은 속도 및 부하 증가시 감소해야함을 제시한다.

Collapse assessment and seismic performance factors in tall tube-in-tube diagrid buildings

  • Khatami, Alireza;Heshmati, Mahdi;Aghakouchak, Ali Akbar
    • Earthquakes and Structures
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    • 제19권3호
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    • pp.197-214
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    • 2020
  • Diagrid structures have been introduced as a fairly modern lateral load-resisting system in the design of high-rise buildings. In this paper, a novel diagrid system called tube-in-tube diagrid building is introduced and assessed through pushover and incremental dynamic analyses. The main objectives of this paper are to find the optimum angle of interior and exterior diagrid tube and evaluate the efficiency of diagrid core on the probability of collapse comparing to the conventional diagrid system. Finally, the seismic performance factors of the proposed system are validated according to the FEMA P695 methodology. To achieve these, 36-story diagrid buildings with various external and internal diagonal angles are designed and then 3-D nonlinear models of these structures developed in PERFORM-3D. The results show that weight of steel material highly depends on diagonal angle of exterior tube. Adding diagrid core generally increases the over-strength factor and collapse margin ratio of tall diagrid buildings confirming high seismic safety margin for tube-in-tube diagrid buildings under severe excitations. Collapse probabilities of both structural systems under MCE records are less than 10%. Finally, response modification factor of 3.0 and over-strength factor of 2.0 and 2.5 are proposed for design of typical diagrid and tube-in-tube diagrid buildings, respectively.

종합병원 병실 내 광선반과 블라인드 설치 방식에 따른 자연채광 유입 효과 연구 (A Study on the Effect of inflow Daylight according to the installation method of controlling Light Shelf and Blind in the Room of General Hospital)

  • 조주영;이효원
    • KIEAE Journal
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    • 제13권4호
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    • pp.3-10
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    • 2013
  • This study aims to identify convenient surrounding of the hospital room to be improved by specifically focusing on light environment and to examine a change of inflow of the daylight in the hospital room by using blind and light shelf device as base data of preliminary research for comprehending the relationship between healing environment and natural day light. Simulation analysis on previous facilities and the installation of horizontal light shelf that derives the inflow of day light has been specifically referred by using ECOTECT2011 program. In case of C-facility that mostly adjoined to exterior spaces, it was shown to be closer to a proper uniformity factor when an angle was controlled on the light shelf with blind installed at the same time. However, it was not overall appropriate because of visual displeasure occurred from inflow of much day light. In conclusion, it is the form of flat surface such as H-facility that provides an effect after installing the device to derive day light. Especially, it was shown that interior day light environment was improved when installing blind and controlling the angle at the same time.

Improved bracing systems to prevent exterior girder rotation during bridge construction

  • Ashiquzzaman, Md;Ibrahim, Ahmed;Lindquist, Will;Hindi, Riyadh
    • Steel and Composite Structures
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    • 제32권3호
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    • pp.325-336
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    • 2019
  • Concrete placement and temporary formwork of bridge deck overhangs result in unbalanced eccentric loads that cause exterior girders to rotate during construction. These construction loads affect the global and local stability of the girders and produce permanent girder rotation after construction. In addition to construction loads, the skew angle of the bridge also contributes to girder rotation. To prevent rotation (in both skewed and non-skewed bridges), a number of techniques have been suggested to temporarily brace the girders using transverse tie bars connecting the top flanges and embedded in the deck, temporary horizontal and diagonal steel pipes placed between the webs of the exterior and first interior girders, and permanent cross frames. This study includes a rigorous three-dimensional finite element analysis to evaluate the effectiveness of several bracing systems for non-skewed and several skewed bridges. In this paper, skew angles of $0^{\circ}$, $20^{\circ}$, $30^{\circ}$, and $45^{\circ}$ were considered for single- and three-span bridges. The results showed that permanent cross frames worked well for all bridges, whereas temporary measures have limited application depending on the skew angle of the bridge.

축소모형을 이용한 광선반의 시환경 특성 평가 연구 (Visual Performance Evaluation Study of a Scaled Light-Shelf Model)

  • 조일식;김병수;이진숙
    • 한국태양에너지학회 논문집
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    • 제23권3호
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    • pp.63-71
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    • 2003
  • According to the recent report, the lighting energy consumption of commercial buildings reaches to $30%\sim40%$ of the total energy consumption. It is more than that of cooling & heating energy consumption and it is the major target of energy-saving policy. It is obvious that they are interested in natural lighting device such as Light-shelf for the purpose of raising the lighting energy-saving efficiency. In most of highly developed countries, a thorough study on Light-shelf makes it possible to propose a practical plan while at home there leaves much to be desired to study a guiding principle of optimum plan in spite of its efficiency based on experiments using scale4 model and analysis of simulation. Aiming at making an optimum plan of Light-shelf suitable for the domestic situation, this study is worked by experiments using light-shelf and analysis of variables using illumination program. The experiments is to analyse the efficiency of Light-shelf on condition of the sky and the analysis is to make the simulation using illumination program. This study is composed of 1) the analysis of light with some variables such as presence of light-shelf and degree of angle using 1/2 scaled model 2) making the simulation using Lightscape, illumination program, In brief, concerning presence of light-shelf, it causes little difference in its efficiency in the overcast sky, whereas it decreases an illuminance of window side and provides inner side with the light, which decreases the ratio of the maximum to the minimum inner illuminance and makes the inner of illuminance to range evenly in the clear sky. On degree of angle, as the daylight increases in proportion of degree of angle, the ratio of the maximum to the minimum inner illuminance decreases, which makes it possible to increase the proportion of inner daylight.

비선형 효과를 고려한 IPM형 전동기의 DQ축 인덕턴스 및 역기전력상수 파라미터 추출 (Parameter Extraction of DQ-Axis Inductance and Back-EMF Constant For IPM Type Motors Based on Nonlinear Finite Element Analysis)

  • 최홍순
    • 전기학회논문지
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    • 제56권3호
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    • pp.519-523
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    • 2007
  • In this paper, we propose a precise parameter extraction of interior permanent magnet (IPM) motors based on finite element analysis. For the calculation of the two-axis inductances Ld and Lq, the slotting effect and cross magnetization due to torque angle are considered. It is examined that back electro-motive force (BEMF) constant is affected by the magnetic saturation in different ways dependent on motor types. Numerical analyses and some measurements are performed for a spoke type and a flux barrier type IPM motors

Slope stability study of an open pit gold mine project in interior Alaska

  • Huang Scott L.
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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    • pp.72-77
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    • 2003
  • The study tasked by Ryan Lode Mines, Inc. involved analysis of pit slope stability for two future pits, Ryan and Curlew. A geological discontinuity survey and groundwater information were obtained through a field program. Twenty core logs containing geotechnical information were used for rock mass classification. The kinematic analysis was performed based on a friction angle (${\Phi}=35^{\circ}$), the distribution of geological structures, and a dry slope condition. Factors of safety of pit slopes in two future mines were determined using the limit equilibrium method. The mine slopes and benches designed by Mine Development Associates (MDA) were analyzed. The analysis indicated that both pits should have an overall safety factor above 1.0, provided the slopes are kept dry. However, slopes in both pits exceeding 91.4 m (300 ft) high will become critical, when water fills the cracks and discontinuities.

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The deformation space of real projective structures on the $(^*n_1n_2n_3n_4)$-orbifold

  • Lee, Jungkeun
    • 대한수학회보
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    • 제34권4호
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    • pp.549-560
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    • 1997
  • For positive integers $n_i \geq 2, i = 1, 2, 3, 4$, such that $\Sigma \frac{n_i}{1} < 2$, there exists a quadrilateral $P = P_1 P_2 P_3 P_4$ in the hyperbolic plane $H^2$ with the interior angle $\frac{n_i}{\pi}$ at $P_i$. Let $\Gamma \subset Isom(H^2)$ be the (discrete) group generated by reflections in each side of $P$. Then the quotient space $H^2/\gamma$ is a differentiable orbifold of type $(^* n_1 n_2 n_3 n_4)$. It will be shown that the deformation space of $Rp^2$-structures on this orbifold can be mapped continuously and bijectively onto the cell of dimension 4 - \left$\mid$ {i$\mid$n_i = 2} \right$\mid$$.

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전류벡터제어시험법에 의한 IPMSM의 인덕턴스 산정 (The Inductance Computation of IPMSM using Current Vector Control Test)

  • 조규원;이정규;김규탁
    • 전기학회논문지
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    • 제61권12호
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    • pp.1807-1812
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    • 2012
  • In this paper, the d, q-axis inductance of IPMSM(Interior Permanent Magnet Synchronous Motor) was calculated by the FEA(Finite Element Analysis). And the CVCT(Current Vector Control Test) was performed, and compared with FEA. Therefore the inductance experiment according to the variation of the current phase angle was performed. However, the error was generated in the fundamental wave detection of the voltage and current waveform. So, error has largely effect on the result of computation, it has to note specially. In addition, by using the calculated inductance, the torque calculation was performed and this result was compared through the dynamometer experiment.