• Title/Summary/Keyword: 직각도

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Impact of the Aerodynamic Characteristics of Twin Buildings on Wind Responses (트윈 빌딩의 공력 특성이 풍응답에 미치는 영향 평가)

  • Kim, Bub-Ryur
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.33 no.1
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    • pp.1-7
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    • 2020
  • The wind responses of twin buildings are determined by the characteristics of wind loads and the dynamic characteristics of the structural systems of the buildings. In this study, the characteristics of wind pressure that influence wind responses were identified for two different spacings between the twin buildings using a wind tunnel test and the proper orthogonal decomposition (POD) method. Structural dynamic characteristics were also identified using 3D structural system modeling. The double modal transformation method was utilized to evaluate the characteristics of wind pressure for across-wind and along-wind conditions and the effect of the dynamic characteristics of each structure on the wind responses. The channeling and vortex effects were identified through the POD method. Across-wind loads were significantly affected by the spacings between the twin buildings, whereas along-wind loads were minimally affected. Similarly, while using the double modal transformation method, a significant difference was noticed in case of the cross-participation coefficients in the across-wind direction condition for the different spacings between the buildings; however, the along-wind direction condition showed negligible difference. Therefore, the spacing between the two buildings plays a more important role in across-wind responses compared to along-wind responses.

Free Vibration Analysis of Orthotropic Triangular Plates with Simplified Series Function (단순급수함수를 이용한 직교이방성 복합재료 삼각판의 자유진동해석)

  • 이영신;정대근;나문수
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.16 no.5
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    • pp.849-863
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    • 1992
  • A very simple and computationally efficient numerical method is developed for the free vibration of isotropic and orthotropic composite triangular plates. A set of two-dimensional simple series functions is used as an admissible displacement functions in the Rayleigh-Ritz method to obtain the natural frequencies, nodal patterns and mode shapes for the plates. From the prescribed starting function satisfying only the geometric boundary conditions, the higher terms in the series functions are constructed with adding order of polynominal. Natural frequencies, nodal patterns and mode shapes are obtained for right triangular plates with three different support conditions. The obtained numerical results are presented, and the isotropic and some orthotropic cases are verified with other numerical methods in the liternature.

Natural Convection Heat Transfer Past an Outer Rectangular Corner (외부 직각모서리 부근에서의 자연대류 열전달)

  • 신순철;장근식;김승수
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.9 no.5
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    • pp.598-605
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    • 1985
  • Laminar natural convection heat transfer past an outer rectangular corner was experimentally investigated by using Mach-Zehnder interferometer. The present geometry represents the case when the plume from a vertical flat plate and that from a horizontal one merge into a single plume. the temperature distribution and the local heat flux were measured in the range of Grashof number 8 * 10$^{4}$$r_{LH}$ <1.25 * 10$^{6}$ . The effect of the geometric aspect ratio was also considered. Correlation for the average Nusselt number vs. Grashof number was obtained by using a newly determined characteristic length. To determine the interaction of the plumes, the present results were compared with the similarity solutions available from the isolated vertical and isolated horizontal flat plates.

A study on the three-dimensional upsetting of non-prismatic blocks considering different frictional conditions at two flat dies (상하면의 마찰이 틀린 비직각주 소재의 3차원 업셋팅에 관한 연구)

  • 김종호;류민형;양동열
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.13 no.3
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    • pp.345-352
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    • 1989
  • Upsetting of non-circular blocks is characterized by the three-dimensional deformation with lateral sidewise spread as well as axial bulging along thickness. A kinematically admissible velocity field for the upsetting of prismatic or non-prismatic blocks is proposed which considers the different frictional conditions at the top and bottom surfaces of a billet. From the proposed velocity field the upper-bound load and the deformed configuration are determined by minimizing the total power consumption with respect to some chosen parameters. Experiments are carried out with annealed SM 15C steel billets at room temperature for different billet shapes and frictional conditions. The theoretical predictions both in the forging load and the deformed configurations are shown to be in good agreement with the experimental observations. Therefore, the velocity field proposed in this work can be used for the prediction of forging load and deformation in upsetting of prismatic or non-prismatic blocks, considering the different frictional conditions at two flat dies.

Analysis of Microstrip Single Line, Unmitered Bend and Coupled Line Using the Multiport Network Model (Multiport network model을 이용한 마이크로스트립 단일선로;직각벤드 및 결합선로의 해석)

  • Yun, Young;Chun, Joong-Chang;Park, Wee-Sang
    • The Proceeding of the Korean Institute of Electromagnetic Engineering and Science
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    • v.6 no.3
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    • pp.80-90
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    • 1995
  • The scattering parameters of a microstrip single line, a right-angle bend and a coupled line are calculated using the multiport network model for the frequency range from 1 to 18 GHz. The single line is analyzed using the planar waveguide model. The right-angle bend is broken into two rectangular segments, and each segment is analyzed in a similar fashion as the single line. Impedance matrices corresponding to the two segments are combined by the segmentation method. In the analysis of elec- tromagnetic coupling of the coupled line, a new method is employed resulting in much less computation time than those previous methods involving Green's functions. A good agreement between the numerical results for the three structures and those from SuperCompact reveals the usefulness of the multiport network medel in analyzing complicated mirostrip single and coupled line discontinuities.

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Calculation of Expected Damage to Breakwater Armor Blocks Considering Variability In Wave Direction (파향의 변동성을 고려한 방파제 피복 블록의 기대피해 계산)

  • 서경덕;권혁민;윤현덕
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.15 no.1
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    • pp.21-32
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    • 2003
  • In this study, the reliability design method developed by Hanzawa et al. in 1996 for calculation of the expected damage to armor blocks of a horizontally composite breakwater is extended to take into account the variability in wave direction such as directional spreading of waves, obliquity of the design principal wave direction from the shore-normal direction, and its variation about the design value. To calculate the transformation of random directional waves. the model developed by Kweon et al. in 1997 is used instead of Goda's model, which was developed in 1975 for unidirectional random waves normally incident to a straight coast with parallel depth contours and has been used by Hanzawa et al. It was found that the variability in wave direction had great influence on the computed expected damage to armor blocks. The previous design, which disregarded wave directionality, could either overestimate or underestimate the expected damage by a factor of two depending on water depth and seabed slope, if the assumption of the present study that the stability formula for breakwater armor blocks proposed for normal incidence can be used for obliquely incident waves is valid.

A Measurement and Analysis for the Discharge Calibration of the Skew Bridge (사교에서의 유량측정치보정을 위한 실측 및 분석)

  • Jeon, Byung-Hark;Lee, Jae-Hyug;Kim, Jeong-Nam;Kim, Sung-Hoon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.684-684
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    • 2012
  • 하천유량측정은 불가피하게 사교형태의 교량에서 측정을 해야하는 경우가 적지 않다. 이러한 교량에서의 유량측정은 수위-단면적이 과대산정되어 유량 역시 크게 산정되므로 이에 대한 보정을 필요로 한다. 본 연구에서는 왕숙천에 위치한 퇴계원 수위관측소 하류 400m 위치에서의 도섭법을 통한 횡단면 측선각도 변화에 따른 유량차의 비교와 오산천에 위치한 약 $45^{\circ}$ 사교(탑동대교)의 탑동 수위관측소 위치의 교량법을 이용한 유량측정 성과, 한탄강에 위치한 약 $15^{\circ}$ 사교(한탄대교)의 전곡 수위관측소 상류 1km에 위치한 한탄대교에서의 교량법 측정 성과에 따른 유량차를 비교 분석하였다. 한강유역 왕숙천, 오산천, 한탄강에 위치한 퇴계원 지점, 탑동 지점, 전곡 지점에서 실시간 수위에 따른 유속을 측정하였으며, 퇴계원 지점에서는 횡단면에 직각인 측선을 기준 값으로 제시하고, 횡단방향각의 정도를 $10^{\circ}$, $30^{\circ}$, $50^{\circ}$으로 늘려 산정을 하였고, 탑동과 전곡 지점에서는 사교에서의 횡단각을 측정하여 사교의 각을 산정한 후 보정 전 후의 유량 값을 비교 분석하였다. 측정에 사용된 기기는 Price AA 유속계이고, 측정방법은 도섭법과 교량법을 적용하였다. 그 결과 직각인 측선에서 측정한 유량보다 사교형태에서 측정한 유량이 크게 산정되었다. 각 지점의 보정전 후 유량비는 탑동 지점 약 41.42%, 전곡 지점 약 3.53%로 산정되어 $15^{\circ}$ 사교의 전곡 지점에 비해 $45^{\circ}$ 사교의 탑동 지점의 보정전 후 유량차이가 크게 나타남에 따라 각이 클수록 유량 역시 과대하게 산정됨을 알 수 있었다. 따라서 유량측정을 실시할 경우 유량의 흐름방향을 기준으로 직각의 유량측정을 실시하여 유량을 산정하되 부득이한 경우로 사교에서의 측정이 이루어졌을시 흐름 방향을 기준으로 각도를 측정하여 크게 나타나는 수위-단면적에 각보정하여 유량을 산정함이 오차를 줄일 수 있으며, 신뢰성 있는 유량자료 생산의 방법이라 할 수 있겠다.

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A Comparison of 2D hydraulic analysis on transverse structure (하도내 횡단구조물에 따른 2차원 수리분석 비교)

  • Choi, Gwang Bok;Ah, Seoung Seop
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.295-295
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    • 2017
  • 본 연구에서는 2차원 수리모형을 이용하여 자연하천에 보가 없는 경우, 직선 보, 경사 보 3가지 경우로 적용하여 2차원 수리분석을 실시하여 상 하류 수리특성을 검토하여 향후 하천개설 및 하도 설계의 기초자료를 제공하고자 한다. 보의 배치가 하천에 미치는 영향으로 수리특성의 변화와 유속의 변화, 토사의 이동 등 하도 내 흐름 특성의 2차원 해석결과를 도출함으로써 하도 내 횡단구조물 설치에 따른 기초적인 자료를 제공하고자 한다. 보 설치로 인한 하천 주변 친수 공간 발달로 인한 여가시설, 이동편의를 위한 도로설치 등 공간조성 설계 시 기초자료로 활용가능 할 것이다. 연구대상 하도구간은 경주 시내를 통과하는 형산강의 남천합류부 2.7km 지점부터 경주시 천북면 모아리에 위치한 모아수위관측소까지 약 8.7km 구간이다. 연구대상 유역인근에 위치한 수위관측소는 경주, 모아 관측소가 있으며 수리해석을 위한 경계조건으로 활용하였다. 연구대상 구간의 상류 부근에 경주 북천이 합류하고 있으며 현재 월령보가 경사 방향으로 설치되어져 있다. 본 연구에서는 상류경계 입력자료 계획홍수량은 형산강하천기본계획보고서(2011)을 참고하였으며, 경주 금장대 부근 합류하는 북천의 계획홍수량은 북천하천기본계획보고서(2011)를 참고하였다. 하류 경계입력자료 계획홍수위도 형산강하천기본계획보고서(2011) 참고하여 2차원 수리특성을 분석하였다. 수문량에 따른 홍수위 변화특성을 분석한 결과 풍수량과 100년 빈도 홍수량에 대해서 직각보 최대수위가 높게 분석되었으며, 유속에 대해 분석한 결과 풍수량과 100년 빈도 홍수량에 대해서 직각보가 경사보보다 물넘이 부분에서 최대유속이 빠르게 분석되었다. 또한 보가 없을 경우와 풍수 시 흐름특성을 분석한 결과 유선방향이 현재의 경사보 방향과 일치하는 것으로 분석된다. 이상의 연구결과를 검토할 때, 직각보 상류에 자전거 교량을 건설할 때 최대 유속이 발생하는 위치에는 교량기초공이나 교각 부분의 보강이 필요할 것으로 판단된다. 둔치 주변 유속변화가 발생할 수 있으므로 수위와 유속을 동시에 고려한 친수시설을 설치할 필요가 있는 것으로 판단된다.

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Development and Validation of a Canopy Photosynthetic Rate Model of Lettuce Using Light Intensity, CO2 Concentration, and Day after Transplanting in a Plant Factory (광도, CO2 농도 및 정식 후 생육시기에 따른 식물공장 재배 상추의 군락 광합성 모델 확립)

  • Jung, Dae Ho;Kim, Tae Young;Cho, Young-Yeol;Son, Jung Eek
    • Journal of Bio-Environment Control
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    • v.27 no.2
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    • pp.132-139
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    • 2018
  • The photosynthetic rate is an indicator of the growth state and growth rate of crops and is an important factor in constructing efficient production systems. The objective of this study was to develop a canopy photosynthetic rate model of romaine lettuce using the three variables of $CO_2$ concentration, light intensity, and growth stage. The canopy photosynthetic rates of the lettuce were measured at five different $CO_2$ concentrations ($600-2,200{\mu}mol{\cdot}mol^{-1}$), five light intensities ($60-340{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$), and four growth stages (5-20 days after transplanting) in three closed acrylic chambers ($1.0{\times}0.8{\times}0.5m$). A simple multiplication model expressed by multiplying three single-variable models and the modified rectangular hyperbola model including photochemical efficiency, carboxylation conductance, and dark respiration, which vary with growth stage, were also considered. In validation, the $R^2$ value was 0.923 in the simple multiplication model, while it was 0.941 in the modified rectangular hyperbola model. The modified rectangular hyperbola model appeared to be more appropriate than the simple multiplication model in expressing canopy photosynthetic rates. The model developed in this study will contribute to the determination of an optimal $CO_2$ concentration and light intensity with the growth stage of lettuce in plant factories.

Elementary school students' metaphors of angle concepts (초등학생의 각 개념 형성에 나타난 수학적 은유)

  • Kim Sangmee
    • The Mathematical Education
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    • v.62 no.1
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    • pp.79-93
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    • 2023
  • This study used metaphors as a analysis tool to investigate elementary school students' formation and development of angle concepts. For this purpose, the students were asked to write words associated with angle, right angle, acute angle and obtuse angle and to explain why. In case of angle and right angle, responses of 268 students from 3rd to 6th graders were analyzed and for acute angle and obtuse angle, those of 192 students from 4th to 6th graders were examined. As the results of categorizing the metaphors, they can be classified into categories such as; (1) qualitative aspects: 'things metaphor', 'personality metaphor', 'emotions metaphor' etc., (2) quantitative aspects: 'motions metaphor', 'changes metaphor', 'emotions metaphor' etc., and (3) relational aspects: 'shape relations metaphor.' The metaphoric expressions were prominent in 'qualitative aspects' associated with shapes. As for the other aspects, 'quantitative aspect'- the size of angles and the amount of spread and 'relational aspects' - elements of angle and relationship with another shapes, the frequency increses were shown to as grade levels were up. In case of right angle and acute angle, 'qualitative aspects' associated with shapes were outstanding and the frequency of the metaphoric expressions of obtuse angle was distributed similarly in three aspects. As the figure strand and the measurement strand are integrated to an strand in the 2022 revised curriculum, we need more discussion of multifaced aspects of angle and the learning sequences in the 'figure and measurement' strand.