• 제목/요약/키워드: Width-to-Height ratio

검색결과 493건 처리시간 0.025초

Wind tunnel tests and CFD simulations for snow redistribution on 3D stepped flat roofs

  • Yu, Zhixiang;Zhu, Fu;Cao, Ruizhou;Chen, Xiaoxiao;Zhao, Lei;Zhao, Shichun
    • Wind and Structures
    • /
    • 제28권1호
    • /
    • pp.31-47
    • /
    • 2019
  • The accurate prediction of snow distributions under the wind action on roofs plays an important role in designing structures in civil engineering in regions with heavy snowfall. Affected by some factors such as building shapes, sizes and layouts, the snow drifting on roofs shows more three-dimensional characteristics. Thus, the research on three-dimensional snow distribution is needed. Firstly, four groups of stepped flat roofs are designed, of which the width-height ratio is 3, 4, 5 and 6. Silica sand with average radius of 0.1 mm is used to model the snow particles and then the wind tunnel test of snow drifting on stepped flat roofs is carried out. 3D scanning is used to obtain the snow distribution after the test is finished and the mean mass transport rate is calculated. Next, the wind velocity and duration is determined for numerical simulations based on similarity criteria. The adaptive-mesh method based on radial basis function (RBF) interpolation is used to simulate the dynamic change of snow phase boundary on lower roofs and then a time-marching analysis of steady snow drifting is conducted. The overall trend of numerical results are generally consistent with the wind tunnel tests and field measurements, which validate the accuracy of the numerical simulation. The combination between the wind tunnel test and CFD simulation for three-dimensional typical roofs can provide certain reference to the prediction of the distribution of snow loads on typical roofs.

소양인, 태음인의 표준 3차원 얼굴 모델링 개발 및 그 특성에 관한 연구 (Studies on the Modeling of the Three-dimensional Standard Face and Deriving of Facial Characteristics Depending on the Taeeumin and Soyangin)

  • 이선영;황민우
    • 사상체질의학회지
    • /
    • 제26권4호
    • /
    • pp.350-364
    • /
    • 2014
  • Objectives This study was aimed to find the significant features of face form according to the Taeeumin and Soyangin by analyzing the three-dimensional face information data. Also, making standard face of the Taeeumin and Soyangin was an object of this study. Methods We collected three-dimensional face data of patients aged between 20~45 years old diagnosed by a specialist of Sasang constitutional medicine. The data were collected using a 3D scanner, Morpheus 3D(Morpheus Corporation, KOREA). Extracting a face feature point total of 64, was set to 332 pieces(height, angle, ratio, etc.) of each variable between feature points. ANOVA test were used to compare the characteristics of subjects according to the Taeeumin and Soyangin. Results When not to consider gender, the Taeeumin and Soyangin were different from the 18 items(3 items in the ear, 9 items in the eye, 1 item in the nose, 1 item in the mouth, 4 items in the jaw). When to consider gender, the Taeeumin and Soyangin men were different from the 6 items(1 item in the ear, 2 items in the nose, 3 items in the face). And the Taeeumin and Soyangin women were different from 17 items(1 item in the ear, 10 items in the eye, 2 items in the nose, 1 item in the mouth, 3 items in the face). Conclusions These results show Taeeumin's face(both men and women) width of the right and left is larger than the length of the top and bottom. Compared to men of Soyangin, men of Taeeumin has greater wings of the nose. Compared to women of Soyangin, women of Taeeumin has longer length of the eye. Soyangin's face(both men and women) length of the top and bottom is larger than the width of the right and left. Compared to men of Taeeumin, men of Soyangin has smaller wings of the nose. Compared to women of Taeeumin, women of Soyangin has more stereoscopic facial features at the top and bottom of the lateral face. Also, by accumulating three-dimensional face data, this study modeled the standard facial features by Taeeumin and Soyangin. These results may be helpful in the development of Sasang constitutional diagnostics utilizing the characteristics of the facial form at later.

겨울철 염화칼슘(CaCl2) 처리에 따른 가로변 3가지 상록 관목류의 생육 및 생리반응 - 사철나무, 영산홍, 회양목을 중심으로 - (Growth and Physiological Response of Three Evergreen Shrubs to De-icing Salt(CaCl2) at Different Concentrations in Winter - Focusing on Euonymus japonica, Rhodoendron indicum, and Buxus koreana -)

  • 주진희;박지연;허혜;이은엽;현경학;정종석;최은영;윤용한
    • 한국조경학회지
    • /
    • 제44권2호
    • /
    • pp.122-129
    • /
    • 2016
  • 본 연구는 도심 내에서 공원 및 가로수 주변에 식재된 대표적인 세 가지 상록 관목류인 사철나무(Euonymus japonica), 영산홍(Rhododendron indicum), 회양목(Buxus koreana) 등을 중심으로 겨울철 염화칼슘($CaCl_2$) 처리에 따른 생육 및 생리적 반응을 살펴봄으로써, 내염성 정도와 제설제 피해지역에 대한 내성수종을 선별하기 위한 자료로 제시하고자 한다. 염화칼슘을 각각 0%(대조구), 0.5%, 1.0%, 3.0%, 5.0% 처리한 실험구에 2014년 11월에 정식한 후 이듬해 이른 봄인 2015년 3월에 수고, 엽장, 엽폭, 엽형지수, 엽수, 생체중, 건조중, 건물률, R/T율, 엽록소함량, 엽록소형광반응, 광합성률, 기공전도도, 증산율 등의 생육 및 생리적 특성을 조사하였다. 사철나무는 3.0% 이하, 영산홍과 회양목은 1.0% 이하의 처리구에서 생존이 가능하였으며, 사철나무가 영산홍과 회양목에 비해 생육적 감소율이 비교적 낮았다. 염화칼슘 처리농도가 높을수록 대조구에 비해 생리적 반응들이 감소되는 것은 동일하나, 영산홍과 회양목은 감소세가 비교적 뚜렷한 반면, 사철나무가 완만한 감소세를 보이고 있다. 특히, 처리농도가 높아짐에 따라 영산홍은 증산율을, 회양목은 광합성율과 기공전도도를 억제시키는 경향을 보였다. 이러한 결과를 통해 사철나무가 영산홍과 회양목에 비해 염해에 좀 덜 민감한 수종임을 알 수 있어 제설제 피해지역에 상록 관목류로 적용이 가능할 것으로 본다.

교차가새형 선행 안전난간을 적용한 시스템비계의 구조 성능 평가 (Structural Capacity Evaluation of System Scaffolding using X-Type Advanced Guardrail)

  • 박주동;이현섭;신우승;권용준;박순응;양승수;정기효
    • 한국안전학회지
    • /
    • 제35권5호
    • /
    • pp.49-58
    • /
    • 2020
  • In domestic construction sites, when installing steel pipe scaffolding and system scaffolding, the guardrails are installed after the installation of the work platforms. This conventional guardrail system (CGS) is always exposed to the risk of falls because the safety railing is installed later. In order to prevent fall disasters during erecting and dismantling scaffolds, it is necessary to introduce the advanced guardrail system (AGS) which installs railings in advance of climbing onto a work platform. For the introduction of the AGS, the structural performance of the system scaffolding applying the CGS and the AGS was compared and evaluated. The structural analysis of the system scaffold (height: 31 m and width: 27.4 m) with AGS confirmed that structural safety was ensured because the maximum stress of each element of the system scaffolding satisfies the allowable stress of each element. As a result of performance comparison of CGS and AGS for each element, the combined stress ratio of vertical posts in AGS was 6.4% lower than that of CGS. In addition, in the case of ledger and transom, the combined stress ratios of AGS and CGS were almost the same. The compression test of the assembled system scaffolding (three-storied, 1 bay) showed that the AGS had better performance than the CGS by 9.7% (8.91 kN). The cross bracing exceeds the limit on slenderness ratio of codes for structural steel design. But the safety factor for the compressive load of the cross bracing was evaluated as meeting the design criteria by securing 3 or more. In actual experiments, it was confirmed that brace buckling did not occur even though the overall scaffold was buckled. Therefore, in the case of temporary structures, it was proposed to revise the standards for limiting on slenderness ratio of secondary or auxiliary elements to recommendations. This study can be used as basic data for the introduction of AGS for installing guardrails in advance at domestic construction sites.

90° 요철이 설치된 정사각 덕트 내 압력강하에 곡관부 및 회전이 미치는 영향 (Influence of Turning Region and Channel Rotation on Pressure Drop in a Square Channel with Transverse Ribs)

  • 김경민;이동현;조형희
    • 대한기계학회논문집B
    • /
    • 제30권2호
    • /
    • pp.126-135
    • /
    • 2006
  • The pressure drop characteristics in a rotating two-pass duct with rib turbulators are investigated in the present study. The square duct has a hydraulic diameter $(D_h)$ of 26.7 mm, and $1.5mm{\times}1.5mm$ square $90^{\circ}-rib$ turbulators are attached on the leading and trailing walls. The pitch-to-rib height ratio (p/e) is 10. The distance between the tip of the divider and the outer wall of the duct is $1.0D_h$ and the width of divider wall is 6.0mm or $0.225D_h$. The Reynolds number (Re) based on the hydraulic diameter is kept constant at 10,000 to exclude the Reynolds effect, and the rotation number (Ro) is varied from 0.0 to 0.20. The pressure drop distribution, the friction factor and thermal performance are presented for the leading, trailing and the outer surfaces. It is found that the curvature of the $180^{\circ}$-turn produces Dean vortices that cause high pressure drop in the turn. The channel rotation results in pressure drop discrepancy between leading and trailing surfaces so that non-dimensional pressure drops are higher on the trailing surface in the first-pass and on the leading and side surfaces in the second-pass. In the turning region, Dean vortices shown in the stationary case transform into one large asymmetric vortex cell, and subsequent pressure drop characteristics also change. As the rotation number increases, the pressure drop discrepancy enlarges.

외측 도달법을 이용한 관절내 종골 골절의 수술적 치료 (Surgical Treatment Using a Lateral Approach in Intra-articular Fractures of the Calcaneus)

  • 고영도;정훈;권영삼
    • Journal of Trauma and Injury
    • /
    • 제18권1호
    • /
    • pp.64-69
    • /
    • 2005
  • Purpose: We report the radiologic and the clinical results for surgical treatment of calcaneal fractures involving the subtalar joint. Methods: We evaluated the findings of radiographs and computed tomographs of 39 patients (40 cases) with intra-articular calcaneal fractures. The fractures were treated with open reduction via an extended lateral approach and internal fixation using a plate. We assessed the radiologic results, such as the $B{\ddot{o}}hler$ angle, the Gissane angle, and the height/width ratio. We assessed the clinical results based on the critieria of Salama et al. Results: According to the Essex-Lopresti classification, 9 cases were classified as tongue type and 31 cases as joint depression type. According to the Sanders classification, 10 cases were classified as type IIA, 4 cases as IIB, 16 cases as IIIAB, 4 cases as IIIAC, and 6 cases as type IV. The mean preoperative $B{\ddot{o}}hler$ angle was 7.7, the mean postoperative $B{\ddot{o}}hler$ angle was 21.1, and the mean last follow-up $B{\ddot{o}}hler$ angle was 16.8. Clinical results classified as 10 excellent, 13 good, 11 fair, and 6 poor. Conclusion: In the treatment of intra-articular fractures of the calcaneus, open reduction via an extended lateral approach seems to be a useful method in that it can provide direct exposure of the subtalar joint with little morbidity.

텍스쳐 분석에 의한 피혁 등급 판정 및 자동 선별시스템에의 응용 (Automatic Leather Quality Inspection and Grading System by Leather Texture Analysis)

  • 권장우;김명재;길경석
    • 한국멀티미디어학회논문지
    • /
    • 제7권4호
    • /
    • pp.451-458
    • /
    • 2004
  • 육안에 의한 피혁의 등급 판정 과정은 장시간 시 피로에 의한 일관성 결여로 인해 판정 결과에 대한 신뢰성을 주지 못한다. 따라서 피혁의 품질을 결정하기 위한 객관적인 지표와 이를 기준으로 등급 판정 과정의 자동화가 필요하다. 본 논문에서 적용된 피혁 자동 선별 시스템은 피혁에 대한 정보를 취 득하는 과정과 이들로부터 등급을 판정하는 과정으로 구성된다. 피혁의 품질은 조밀도와 결함의 종류 및 분포도와 같은 피혁의 특성에 의해 결정된다. 본 논문에서는 디지털 카메라에 의해 획득된 흑백 영상으로부터 피혁의 조밀도 및 결함을 추출하여 피혁의 등급을 판정하는 알고리즘을 제안한다. 조밀도는 퓨리에 스펙트럼이 존재하는 영역의 넓이 및 가로, 세로 비율로서 계산된다. 그리고 결함은 전처리 과정을 거친 영상으로부터 검색 윈도우를 사용하여 윈도우에 해당하는 픽셀들의 히스토그램 분포의 특징에 의해서 검출된다. 피혁 전체에 대한 특성들은 피혁의 등급을 판정하는 지표로 사용되며 다른 분야에서의 인간의 시각 검사를 대체 할 수 있으리라 판단된다.

  • PDF

동적인 임계화 방법과 코호넨 알고리즘을 이용한 차량 번호판 인식에 관한 연구 (A Study on Recognition of Car License Plate using Dynamical Thresholding Method and Kohonen Algorithm)

  • 김광백;노영욱
    • 한국통신학회논문지
    • /
    • 제26권12A호
    • /
    • pp.2019-2026
    • /
    • 2001
  • 본 논문에서는 동적인 임계화 방법과 코호넨 알고리즘을 이용하여 차량 번호판을 인식하는 알고리즘을 제안하였다. 일반적으로 차량 영상에서 번호판 영역은 문자와 배경의 자기가 뚜렷하게 구별되고, 일정한 크기 비율을 가지면서 다른 영역보다 밀집 비율이 높게 나타난다. 본 논문은 이런 차량 영상의 속성을 이용하여 차량 영상에 대해 동적인 임계화를 수행하였고 밀집 비율을 계산하여 번호판 영역을 추출하였다. 추출된 번호판에서 문자와 숫자를 포함하는 특징 영역을 추출하기 위해 코호겐 알고리즘을 적용한 윤곽선 추적 방법을 이용하였다. 번호판의 문자와 숫자들은 코호넨 알고리즘을 이용하여 인식하였다. 코호넨 알고리즘은 윤곽선에서 생성되는 잡음을 최대한으로 줄여주는 특성을 가진다. 다양한 환경에서 촬영된 80장의 영상에 대하여 인식 실험을 수행한 결과, 제안된 방법이 차량 번호판의 인식에 우수한 성능을 보였다.

  • PDF

투자율이 높은 NiFe 코어를 이용한 마이크로 트랜스포머 제작 (Fabrication of the Micromachined Transformer using High Permeability NiFe Core)

  • 조세준;차두열;이재혁;이수진;장성필
    • 한국전기전자재료학회논문지
    • /
    • 제23권3호
    • /
    • pp.194-198
    • /
    • 2010
  • Recently as the electronic devices are getting to be more and more smaller, transformers are needed to be micro fabricated using MEMS technology. In this paper transformers have been fabricated and measured by depositing insulation layer to reduce the loss of eddy current and in the middle core a high permeability permalloy was designed based on the turns ratio between primary coil and secondary coil which are 1:1 transformers. (the number of turns of primary coil and secondary coil: 3/3, 5/5, 7/7). The size of the transformers including ground shield are $1mm{\times}1.5mm$, $1mm{\times}1.95mm$, $1mm{\times}2.35mm$ respectively. The line width, pitch and the height of post are 50um. Based on the measured data from the micro fabricated transformers, the 3/3 turns in the primary coil and secondary coil showed the lowest insertion loss with 1.5 dB at 480 MHz and the 7/7 turns in the primary coil and secondary coil showed the highest insertion loss with 2.5 dB at 280 MHz. Also confirmed that the bandwidth goes up as the number of turns goes down. There was some difference between the actual measured data and the HFSS simulation result. It looks as if it is an error of the difference between oxidation of copper or the permeability of SU-8.

반복하중을 받는 TEC-BEAM 철골브라켓 접합부 거동평가 (Structural Behaviour of TEC-BEAM Connection with Steel Column Under Cyclic Loading)

  • 주영규;김지영;김명한;정광량;김상대
    • 한국강구조학회 논문집
    • /
    • 제14권1호
    • /
    • pp.51-58
    • /
    • 2002
  • 고층 건물의 층고를 줄이기 위해, 역 T형강, PC 콘크리트 그리고 현장타설 콘크리트 슬래브로 이루어진 새로운 합성보로써 TEC-BEAM이 개발되었다. TEC-BEAM은 이전에 단순보 실험이 수행되었고, 우수한 거동을 보였다. 그러나 현장적용을 위해서는 TEC-BEAM의 상주주근을 정착시키기 위해 철골 브라켓을 이용하는 모멘트저항 접합부 상세가 요구되었다. 본 연구에서는 TEC-BEAM 접합부에 대한 3개의 실험체를 실험하였고 실험변수는 (1)횡철근 간격. (2)브라켓 길이에 대한 철근의 배근폭비이다. 실험체는 Eurocode 4에 의한 Semi-Rigid Full Strengh 접합부로 분류되었다. 실험결과로부터 제안된 시스템은 우수한 성능을 보이며 현장에서 적용될 수 있다.