• 제목/요약/키워드: Diagonal type

검색결과 170건 처리시간 0.026초

병렬 처리를 이용한 3차원 데토네이션 파 구조 해석 (STUDY OF THREE-DIMENSIONAL DETONATION WAVE STRUCTURES USING PARALLEL PROCESSING)

  • 조덕래;최정열
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2005년도 추계 학술대회논문집
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    • pp.151-155
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    • 2005
  • Three-dimensional structures of unsteady detonation wave propagating through a square-shaped tube is studied using computational method and parallel processing. Inviscid fluid dynamics equations coupled with variable-${\gamma}$ formulation and simplified one-step Arrhenius chemical reaction model were analysed by a MUSCL-type TVD scheme and four stage Runge-Kutta time integration. Results in three dimension show the two unsteady detonation wave propagating mode, the Rectangular and diagonal mode of detonation wave instabilities. Two different modes of instability showed the same cell length but different cell width and the geometric similarities in smoked-foil record.

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병렬 처리를 이용한 3차원 테토네이션 파 수치해석 (NUMERICAL STUDY OF THREE-DIMENSIONAL DETONATION WAVES USING PARALLEL PROCESSING)

  • 조덕래;최정열
    • 한국연소학회:학술대회논문집
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    • 한국연소학회 2005년도 제31회 KOSCO SYMPOSIUM 논문집
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    • pp.15-19
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    • 2005
  • Three-dimensional structures of unsteady detonation wave propagating through a square-shaped tube is studied using computational method and parallel processing. Inviscid fluid dynamics equations coupled with variable-${\gamma}$ formulation and simplified one-step Arrhenius chemical reaction model were analysed by a MUSCL-type TVD scheme and four stage Runge-Kutta time integration. Results in three dimension show the two unsteady detonation wave propagating mode, the Rectangular and diagonal mode of detonation wave instabilities. Two different modes of instability showed the same cell length but different cell width and the geometric similarities in smoked-foil record.

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블록 대각 구조를 지닌 2단계 확률계획법의 분해원리 (A Decomposition Method for Two stage Stochstic Programming with Block Diagonal Structure)

  • 김태호;박순달
    • 한국경영과학회지
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    • 제10권1호
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    • pp.9-13
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    • 1985
  • This paper develops a decomposition method for stochastic programming with a block diagonal structure. Here we assume that the right-hand side random vector of each subproblem is differente each other. We first, transform this problem into a master problem, and subproblems in a similar way to Dantizig-Wolfe's Decomposition Princeple, and then solve this master problem by solving subproblems. When we solve a subproblem, we first transform this subproblem to a Deterministic Equivalent Programming (DEF). The form of DEF depends on the type of the random vector of the subproblem. We found the subproblem with finite discrete random vector can be transformed into alinear programming, that with continuous random vector into a convex quadratic programming, and that with random vector of unknown distribution and known mean and variance into a convex nonlinear programming, but the master problem is always a linear programming.

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내재해성이 우수한 비닐하우스골조 구조시스템 개발에 관한 연구 (A study on Development of Stress Tolerant Structural System in the Frame of Greenhouses)

  • 심종석;이춘호
    • 한국디지털건축인테리어학회논문집
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    • 제12권1호
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    • pp.5-13
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    • 2012
  • The frame of pipe greenhouses in Korea have been collapsed increasingly due to very weak in structure caused by the heavy snow and strong wind. In order to reduce the collapse of green houses, it is urgent to develop the new structural system in stress tolerant greenhouses. Therefore, this paper performed the structural analysis of greenhouse frame in accordance with snow loads and wind loads. Three type models in structural frame configuration of greenhouses, that is, existing type, diagrid type, and honeycomb type are selected. It was classfied the section shape of structural frames in greenhouses into arch style, standard style, and diagonal standard style. As a result of this paper, it was verified that the structural system of diagrid type is better than that of existing type against snow loads and wind loads in the frame of greenhouses.

Investigation on the failure type of tower segments under equivalent static wind loads

  • Li, Yue;Xie, Qiang;Yang, Zheng
    • Wind and Structures
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    • 제34권2호
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    • pp.161-171
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    • 2022
  • This paper presents a failure type assessment curve method to judge the failure type of transmission tower segments. This novel method considers the equivalent static wind load characteristics and the transmission tower members' load-bearing capacities based on numerical simulations. This method can help judge the failure types according to the relative positions between the actual state points and the assessment curves of transmission tower segments. If the extended line of the actual state point intersects with the horizontal part's assessment curve, the segment would lose load-bearing capacity due to the diagonal members' failure. Another scenario occurs when the intersection point is in the oblique part, indicating that the broken main members have caused the tower segment to fail. The proposed method is verified by practical engineering case studies and static tests on the scaled tower segments.

AC 커플링 기반 무선 신호 전송을 위한 평면 나선형 인덕터의 특성 (Characteristic of Planar Spiral Inductor for Wireless Signal Transmission based on AC Coupling)

  • 김재욱
    • 한국산학기술학회논문지
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    • 제13권9호
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    • pp.4126-4130
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    • 2012
  • 본 논문에서는 고주파수 무선 신호 전송을 위한 AC 커플링(Coupling) 기반의 평면 나선형 인덕터를 제안하고, 이에 대한 다양한 구조의 인덕터를 설계, 모델링 및 특성을 분석하였다. 커패시턴스의 의한 영향을 줄이기 위해서는 두 박막 인덕터가 서로 평행하게 위치함으로서 인덕터 간의 커패시턴스를 줄여야 한다. 이를 위해 두 가지 구조를 제안하였다. 첫 번째 구조는 inter-diagonal 구조로 평행한 두 인덕터의 도선 부분이 겹치지 않게 만든 구조이다. 이 구조의 경우 비록 평행하게 겹치지는 않지만 도선의 두께와 폭이 좁으므로 서로 엇갈리는 위치에 도선이 위치하더라도 실제 커패시턴스의 변화가 작아서 전체적인 S-파라미터의 특성이 크게 변하지 않았다. 두 번째 구조는 On-chip형 구조로 두 박막 인덕터가 평행하게 존재하지만 마주보지 않게 사선형으로 배치한 구조이다. 이 구조의 경우 박막 인덕터 간의 수평거리가 길어짐에 따라 두 번에 걸쳐서 일어나는 공진이 한 번으로 줄어드는 것을 볼 수 있는데, 이는 두 인덕터 간의 거리가 멀어짐으로 인해 박막 인덕터 간의 커패시턴스 영향이 점점 줄어들기 때문이다.

LEFT-INVARIANT MINIMAL UNIT VECTOR FIELDS ON THE SEMI-DIRECT PRODUCT Rn

  • Yi, Seung-Hun
    • 대한수학회보
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    • 제47권5호
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    • pp.951-960
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    • 2010
  • We provide the set of left-invariant minimal unit vector fields on the semi-direct product $\mathbb{R}^n\;{\rtimes}_p\mathbb{R}$, where P is a nonsingular diagonal matrix and on the 7 classes of 4-dimensional solvable Lie groups of the form $\mathbb{R}^3\;{\rtimes}_p\mathbb{R}$ which are unimodular and of type (R).

RADIATIVE TRANSFER IN A SCATTERING SPHERICAL ATMOSPHERE

  • HONG S. S.;PARK Y.-S.;KWON S. M.;PARK C.;WEINBERG J. L.
    • 천문학회지
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    • 제35권1호
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    • pp.41-57
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    • 2002
  • We have written a code called QDM_sca, which numerically solves the problem of radiative transfer in an anisotropically scattering, spherical atmosphere. First we formulate the problem as a second order differential equation of a quasi-diffusion type. We then apply a three-point finite differencing to the resulting differential equation and transform it to a tri-diagonal system of simultaneous linear equations. After boundary conditions are implemented in the tri-diagonal system, the QDM_sca radiative code fixes the field of specific intensity at every point in the atmosphere. As an application example, we used the code to calculate the brightness of atmospheric diffuse light(ADL) as a function of zenith distance, which plays a pivotal role in reducing the zodiacal light brightness from night sky observations. On the basis of this ADL calculation, frequent uses of effective extinction optical depth have been fully justified in correcting the atmospheric extinction for such extended sources as zodiacal light, integrated starlight and diffuse galactic light. The code will be available on request.

Out-of-plane behavior of perforated masonry walls strengthened with steel-bar truss system

  • Hwang, Seung-Hyeon;Mun, Ju-Hyun;Yang, Keun-Hyeok;Kim, Sanghee
    • Structural Engineering and Mechanics
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    • 제83권6호
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    • pp.799-810
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    • 2022
  • This study investigated the effect of the strengthening efficiency of unbonded steel-bar truss system on the out-of-plane behavior of perforated masonry walls. Four full-scale unreinforced masonry (URM) walls with two different planes were prepared using the unbonded steel-bar truss system and a URM walls without strengthening. All masonry walls were tested under constant axial and cyclic lateral loads. The obtained test results indicated that the pinching effect in the out-plane behavior of masonry walls tends to decrease in the in- and out-of-plane strengthened URM walls using the unbonded steel-bar truss system with the higher prestressing force ratio (Rp) of vertical reinforcing bars in the unbonded steel-bar truss system, regardless of the perforated type of the masonry wall. Consequently, the highest maximum shear resistance and cumulative dissipated energy at peak load in the post-peak behavior were observed in the in- and out-plane strengthened URM walls with the highest Rp values, which are 2.7 and 6.0 times higher than those of URM. In particular, the strengthening efficiency of the unbonded steel-bar truss system was primarily attributed to the vertical prestressed steel-bars rather than the diagonal steel-bars, which indicates that the strains in the vertical prestressed steel-bars at the peak load were approximately 1.6 times higher than those in the diagonal steel-bars.

Homogeneity와 Ranklets를 이용한 치밀 유방에서의 종괴(mass)형 암 검출 (Detection of mass type-Breast Cancer using Homogeneity and Ranklets on Dense Mammographic Images)

  • 박준영;천민수;김원하;김성민
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2006년 학술대회 논문집 정보 및 제어부문
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    • pp.148-150
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    • 2006
  • In this paper, we propose a new method for detection of mass-type breast cancer in dense mammogram. As the proposed method analyzes texture of the breast tissue using method by fusing Homogeneity and Ranklets, improve problem of traditional method. Homogeneity gives the measure of uniform density, and Ranklets determine orientation selective property at vertical, horizontal and diagonal in mass region. The proposed method is suitable to dense mammogram with tangled normal tissue and cancer tissue. SVM(Support Vector Machine) classifier is used for effective detection of mass-type breast cancer in dense mammogram.

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