• Title/Summary/Keyword: 수직 벽

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Experimental study of vertical fence wake with flow separator (Flow separator가 부착된 수직벽 후류유동의 실험적 연구)

  • Choi, Young-Ho;Kim, Hyoung-Bum
    • 한국가시화정보학회:학술대회논문집
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    • 2006.12a
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    • pp.68-72
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    • 2006
  • Vertical fence has the coherent flow structure in front of the fence. In the present study, the wake change due to the flow separator in front of the vertical fence was experimentally investigated. Quantitative method was applied to study the separated shear flow field. The results show the flow separator changes the downstream shear flow and alters the curvature of separated shear layer As the freestream velocity increased, the reattachment length also increased.

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Optimization Analysis for Realization of Vertical Wall in the Punchless Piercing Process (무 펀치 피어싱 공정에서 직벽 구현을 위한 최적화 해석)

  • Lee, Sang-Wook;Um, Tai-Joon;Joo, Young-Cheol;Kim, Kug-Weon;Kwon, Kye-Si
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.11 no.1
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    • pp.7-12
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    • 2010
  • In this work, optimization analysis has been accomplished to find important process factors for realization of vertical wall around holes punched by the punchless piercing process. Taguchi method was used for optimization analysis. Lemaitre damage theory, one of the ductile fracture models, was also adopted to simulate numerically formation of vertical wall. From the results of analysis the most influencing factor that affects the vertical wall has been revealed to be 'Corner Radius of Die'.

Efficient Floor Vibration Analysis in A Shear Wall Building Structure (벽식구조물의 효율적인 연직진동해석)

  • Kim, Hyun-Su;Lee, Dong-Guen
    • Journal of the Earthquake Engineering Society of Korea
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    • v.8 no.6 s.40
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    • pp.55-66
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    • 2004
  • Recently, many high-rise apartment buildings using the box system, composed of only reinforced concrete walls and slabs, have been constructed. In residential buildings such as apartments, vibrations occur from various sources and these vibrations transfer to neighboring residential units through walls and slabs. It is necessary to use a refined finite element model for an accurate vibration analysis of shear wall building structures. But it would take significant amount of computational time and memory if the entire building structure were subdivided into a finer mesh. Therefore, an efficient analytical method, which has only translational DOFs perpendicular to walls or slabs by the matrix condensation technique, is proposed in this study to obtain accurate results in significantly reduced computational time. If all of the DOFs except those perpendicular to walls or slabs in the shear wall structure eliminated using the matrix condensation technique at a time, the computational time for the matrix condensation would be significant. Thus, the modeling technique using super elements and substructuring technique is proposed to reduce the computational time for the matrix condensation. Dynamic analysis of 3-story and 5-story shear wall example structures were performed to verify the efficiency and accuracy of the proposed method. It was confirmed that the proposed method can provide the results with outstanding accuracy requiring significantly reduced computational time and memory.

Consideration of the Stage-Discharge Relation in Spiral Intake (나선식 유입구 수위-유량 관계 검토)

  • Rhee, Dong-Sop;Kim, Chang-Wan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.894-898
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    • 2007
  • 지하방수로는 도시의 지하에 대규모 수로 터널을 시공하여, 도시 지역에 발생한 집중 호우를 초기에 배제하여 제내지 침수 피해를 줄이는 목적으로 사용되는 대표적인 구조적 홍수 피해 경감 대책이다. 효과적으로 침수피해를 줄일 수 있을 뿐만 아니라, 특히 지하에 설치되어 토지 수용에 대한 부담이 줄어들기 때문에 일본 등지에서 최근 주요 홍수 방어 대책으로 활용되고 있다. 지하방수로 유입부는 크게 접근수로, 유입구, 수직 갱도(vertical shaft)로 구분되며, 접근 수로를 통하여 유입된 흐름은 유입구를 통하여 가속된 후 수직 갱도로 유입되게 된다. 따라서 지하방수로의 배제 능력을 평가하기위해서는 유입구에서의 유량 및 흐름 특성을 정확히 평가하는 것이 매우 중요하다. 나선식 유입구(spiral intake)는 지하방수로 유입구 중 가장 일반적으로 사용되는 형식으로 일반적으로 접근수로 수위를 측정하여 유입량을 예측할 수 있다. 본 연구에서는 수리 모형 실험을 통하여 나선식 유입구에 대한 수위-유입량 관계를 검토하였다. 평탄한 입구를 가지는 안내벽이 있는 형식의 나선식 유입구 모형을 이용하여 수위-유입량 관계를 검토하였다. 또한 측정된 수위 및 유입량을 바탕으로 기존 연구자들이 제시한 안내벽이 없는 형식의 나선식 유입구에 대한 수위-유입량 관계와 비교 검토하였다. 검토 결과 안내벽이 있는 형식의 나선식 유입구는 안내벽이 없는 경우에 비하여 유량 배제 효율이 떨어지는 것으로 나타났다.

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Synthesis of Vertically Aligned Single-Walled Carbon Nanotubes by Thermal Chemical Vapor Deposition (열 화학기상증착법을 이용한 수직 정렬된 단일벽 탄소나노튜브의 합성)

  • Jang, Sung-Won;Song, Woo-Seok;Kim, Yoo-Seok;Kim, Sung-Hwan;Park, Sang-Eun;Park, Chong-Yun
    • Journal of the Korean Vacuum Society
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    • v.21 no.2
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    • pp.113-119
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    • 2012
  • Carbon nanotubes have emerged as a promising material for multifaceted applications, such as composited nanofiber, field effect transistors, field emitters, gas sensors due to their extraordinary electrical and physical properties. In particular, synthesis of vertically aligned carbon nanotubes with a high aspect ratio has recently attracted attention for many applications. However, mass production of high-quality single-walled carbon nanotubes is still remain elusive. In this study, an effect of chemical vapor deposition conditions, including catalyst thickness, feedstock flow rate, and growth temperature, on synthesis of carbon nanotube was systematically investigated.

A Study of Three Dimensional Flow Characteristics near the Porous Wall (다공성 방풍벽의 3차원 유동특성)

  • Kim, Sung-Hoon;Kim, Il-Hyun;Chang, Young-Bae
    • Journal of Energy Engineering
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    • v.28 no.4
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    • pp.19-28
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    • 2019
  • A study has been done on the three dimensional turbulent flow characteristic near the porous wall. The porous holes are considered by penetrating the wall in regular arrangement, and porosity is controlled by diameter of holes. Flow characteristics near the three dimensional porous wall are compared with field test results and self-generated experimental results. FLUENT is employed for computational analysis on the effect of three dimensional porosity with flow and pressure characteristics. As a result, drag coefficient is defined and compared for three dimensional effect. The drag coefficient is mostly a function of porosity, whereas the effect of Reynolds number is minimal, and its correlation is presented in terms of three dimensional porosity.

Effects of Sputtering Pressure on the Magnetization Reversal Process and Perpendicular Magnetic Anisotropy of Co/Pd Multilayered Thin Films (스퍼터링 압력이 Co/Pd 다층박막의 자화반전 및 수직자기 이방성에 미치는 영향)

  • 오훈상;주승기
    • Journal of the Korean Magnetics Society
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    • v.4 no.3
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    • pp.256-262
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    • 1994
  • $200{\AA}$ thick Co/Pd multilayered thin films were fabricated by sputtering. Two thicknesses of cobalt sublayer, $2{\AA}$ and $4{\AA}$ were chosen and the effects of sputtering pressure on the perpendicular magnetic anisotropy were investigated. It has been found that the optimum pressure for maximum perpendicular magnetic anisotropy(PMA) existed and the pressure for maximum PMA was lower for the multilayer with $2{\AA}$ cobalt layer than that with $4{\AA}$ cobalt thickness. As the sputtering gas presssure increased, domain wall motion with magnetization became difficult and the predominant mode of magnetization reversal changed from domain wall motion to magnetic moment rotation. It turned out that the perpendicular magnetic anisotropy was higher in case of $2{\AA}$ cobalt thickness than $4{\AA}$ cobait thickness.

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Overview of Seismic Design for Vertical Construction Joints of Slurry Walls Used as Permanent Basement Walls (영구벽체로 사용하는 지하연속벽 수직시공이음부의 내진설계 개요)

  • Lee, Jeong-Young;Kim, Seung-Weon;Kim, Doo-Kie
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.393-394
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    • 2023
  • This paper provides an overview of seismic design considerations for vertical construction joints of a slurry walls used as a permanent basement walls.

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Stiffness Reduction Effect of Vertically Divided Reinforced Concrete Shear Walls Under Cyclic Loading (반복하중을 받는 수직분할된 철근콘크리트 전단벽의 강성저감효과)

  • Hwangbo, Dong-Sun;Son, Dong-Hee;Bae, Baek-Il;Choi, Chang-Sik
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.3
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    • pp.103-110
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    • 2022
  • The purpose of this study is to experimentally evaluate the stiffness and strength reduction according to the reinforcing bar details of the vertically divided reinforced concrete shear walls. To confirm the effect of reducing strength and stiffness according to vertical division, four real-scale specimens were fabricated and repeated lateral loading tests were performed. As a result of the experiment, it was confirmed that the strength and stiffness were decreased according to the vertical division. In particular, as the stiffness reduction rate is greater than the strength reduction rate, it is expected that safety against extreme strength can be secured when the load is redistributed according to vertical division. As a result of checking the crack pattern, a diagonal crack occurred in the wall subjected to compression control among the divided walls. It was confirmed that two neutral axes occurred after division, and the reversed strain distribution appeared in the upper part, showing the double curvature pattern. In future studies, it is necessary to evaluate the stiffness reduction rate considering the effective height of the wall, to evaluate additional variables such as wall aspect ratio, and to conduct analytical studies on various walls using finite element analysis.

목재 방음벽 주변 토양의 중금속에 의한 오염

  • Song Byeong-Yeol;Ryu Seung-Hye;Park Eun-Ju;Kim Hui-Ja
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2006.04a
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    • pp.238-241
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    • 2006
  • CCA 처리 방부 목재로부터 용출되는 크롬, 구리 및 비소는 주변의 토양을 오염시키는 것으로 알려져 있다. 이 연구에서는 방부 목재를 사용하여 설치한 방음벽 주변의 토양을 채취하여 분석하였다. 방음벽은 4차선의 자동차 도로와 마을 사이에 1m 높이의 콘크리트 구조물 위에 설치되었다. 수평 및 수직 시료와 더불어 대조 토양 시료를 채취하여 목재 방음벽으로 인한 주변의 토양 오염도를 평가하였다. 방음벽 인접한 곳의 토양이 대조시료에 비해 10-13mg/kg 더 높은 것으로 나타났고, 1년 전에 채취하여 분석한 자료와 비교했을 때, 시설물 인접 토양에서 크롬과 비소의 농도가 더 낮은 것으로 보아, 구성 성분의 용출 속도는 감소하고 토양에 용출된 성분은 강우 등에 의해 주변으로 이동한 것으로 판단된다.

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