• 제목/요약/키워드: Maximum Wind Velocity

검색결과 214건 처리시간 0.025초

전력시설물 설계를 위한 풍하중 산정식 (Wind load equation for electric power facility design)

  • 최상현;서경석;이수형
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2009년도 춘계학술대회 논문집
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    • pp.42-54
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    • 2009
  • The wind load equation for the design of electric power facilities such as electrical pole in railroad is based on the maximum wind velocity without considering regional difference in wind velocities. Also, the use of a different equation to highspeed railroad and the possibility of higher wind speed due to climate change claims a new design equation. In this paper, a wind load equation based on wind speed measurement data to date, which is applicable to both conventional and highspeed railroad is proposed. The proposed equation considers the regional differences in wind speed for economic and effective design, and the possibility of higher wind speed due to climate change.

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Nonlinear dynamic response analysis of a long-span suspension bridge under running train and turbulent wind

  • Wang, S.Q.;Xia, H.;Guo, W.W.;Zhang, N.
    • Interaction and multiscale mechanics
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    • 제3권4호
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    • pp.309-320
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    • 2010
  • With taking the geometric nonlinearity of bridge structure into account, a framework is presented for predicting the dynamic responses of a long-span suspension bridge subjected to running train and turbulent wind. The nonlinear dynamic equations of the coupled train-bridge-wind system are established, and solved with the Newmark numerical integration and direct interactive method. The corresponding linear and nonlinear processes for solving the system equation are described, and the corresponding computer codes are written. The proposed framework is then applied to a schemed long-span suspension bridge with the main span of 1120 m. The whole histories of the train passing through the bridge under turbulent wind are simulated, and the dynamic responses of the bridge are obtained. The results demonstrate that the geometric nonlinearity does not influence the variation tendency of the bridge displacement histories, but the maximum responses will be changed obviously; the lateral displacement of bridge are more sensitive to the wind than the vertical ones; compared with wind velocity, train speed affects the vertical maximum responses a little more clearly.

최근 연최대변동풍속의 확률분포에 관한 연구 (A Study on the Probability distribution of Recent Annal Fluctuating Wind Velocity)

  • 오종섭;허성제
    • 한국방재안전학회논문집
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    • 제6권2호
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    • pp.1-8
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    • 2013
  • 우리나라 전체 재해 60%이상인 태풍과 같은 바람재난으로부터 구조물이나 외장재가 안전과 사용성 측면에서 설계되려면 내풍설계과정에서 기본풍속, 설계속도압, 풍하중 등 많은 파라미터들이 요구된다. 본 논문에서는 최근 2003년부터 2012년까지의 10년 동안 년최대풍속이 발생한 날의 풍속으로부터 확률과정과 확률분포, 통계적 성질 등을 알아보기 위하여 8개의 대표지점을 여수, 인천, 서울, 청주, 원주, 대구, 속초, 울릉도로 선정했다. 선정된 각 지점에 대한 최근 10년 동안의 풍속자료는 기상청으로부터 획득했다. 각 지점의 획득한 풍속자료는 우리나라를 직접 통과하면서 영향을 미친 태풍과 통과는 안했지만 간접 영향을 미친 태풍, 년최대순간풍속과 년최대평균퐁속이 같은 날 등을 고려 90개의 앙상블 중 선별된 33개의 모집단에 대한 풍속자료의 확률과정 및 확률분포의 특성을 비교 검토하였다.

장력과 풍속이 ACSR 가공송전선의 온도에 미치는 영향 (Effect of Tension and Wind Velocity on Temperature of ACSR Overhead Conductor)

  • 김상수;김병걸;이동일;민병욱
    • 한국전기전자재료학회논문지
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    • 제19권5호
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    • pp.480-485
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    • 2006
  • A research was undertaken on the thermal properties and behavior of the conductors in a controlled chamber, which was designed to implement the outdoor air temperature, heat and wind conditions With ACSR $410mm^2$ overhead conductors, we measured the maximum temperature of the conductors and the temperature gradient from the core to the surface regions as a function of current, tension, wind velocity and outdoor air temperature. This test also provided a comparative analysis between the measured temperature values of conductors in the controlled chamber and the theoretical calculations of ANSI/IEEE at normal condition. There was not much influence of tension on the conductor temperature. However, the compactness of conductor wires increased with an increase in tension, which eventually increased the coefficient of effective thermal conductivity and, accordingly the conductor temperature was reduced more or less.

서해 100MW 해상풍력 실증단지 기상타워 구축사례 (Installation of Meteorological Mast for the Test Bed of Offshore Wind Power)

  • 유무성;강금석;김지영;이준신
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2011년도 춘계학술대회 초록집
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    • pp.55.2-55.2
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    • 2011
  • The final site of offshore wind power plant should be decided by comprehensive examination of various conditions such as wind resource, sea depth, geology, grid connection, social circumstance and environmental issue. Wind condition is typically regarded as the most important factor because wind energy increases in proportion to wind velocity and it directly relates to the amount of power output, efficiency of power plant and profitability. Advanced countries in the offshore wind power sector such as Denmark, UK and Germany, they are analyzing wind resource accurately by installing the meteorological mast in the ocean in order to get the optimal type of wind turbine and maximum generation efficiency. Also, it is made much of designing offshore power plant on the basis of actual measurement by met-mast and those wind farms have a chance to get the loan with reduced interest rate in project financing. In Korea, the HEMOSU-1 is installed in the ocean around Wido island to analyze wind resource of test bed of 100MW offshore wind power on october last year. This paper deals with the design and construction procedure of the first met-mast in Korea and also shows the site characteristics of test bed. Therefore, this paper will give useful information to local governments and private business sector who are trying to construct offshore wind farm and it can also be a good reference for the following projects of meteorological mast in near future.

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Investigation on the effect of vibration frequency on vortex-induced vibrations by section model tests

  • Hua, X.G.;Chen, Z.Q.;Chen, W.;Niu, H.W.;Huang, Z.W.
    • Wind and Structures
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    • 제20권2호
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    • pp.349-361
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    • 2015
  • Higher-mode vertical vortex-induced vibrations (VIV) have been observed on several steel box-girder suspension bridges where different vertical modes are selectively excited in turn with wind velocity in accordance with the Strouhal law. Understanding the relationship of VIV amplitudes for different modes of vibration is very important for wind-resistant design of long-span box-girder suspension bridges. In this study, the basic rectangular cross-section with side ratio of B/D=6 is used to investigate the effect of different modes on VIV amplitudes by section model tests. The section model is flexibly mounted in wind tunnel with a variety of spring constants for simulating different modes of vibration and the non-dimensional vertical amplitudes are determined as a function of reduced velocity U/fD. Two 'lock-in' ranges are observed at the same onset reduced velocities of approximately 4.8 and 9.4 for all cases. The second 'lock-in' range, which is induced by the conventional vortex shedding, consistently gives larger responses than the first one and the Sc-normalized maximum non-dimensional responses are almost the same for different spring constants. The first 'lock-in' range where the vibration frequency is approximately two times the vortex shedding frequency is probably a result of super-harmonic resonance or the "frequency demultiplication". The main conclusion drawn from the section model study, central to the higher-mode VIV of suspension bridges, is that the VIV amplitude for different modes is the same provided that the Sc number for these modes is identical.

구조물 경계조건에 따른 파형강판 터널라이닝의 풍하중에 대한 동적 거동분석 (Dynamic Behaviors of a Corrugated Steel Tunnel Lining System due to Wind Loads by Passing Vehicles according to the Boundary Conditions)

  • 마호성;조광일;유성흠
    • 한국강구조학회 논문집
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    • 제24권1호
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    • pp.47-58
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    • 2012
  • 본 연구에서는 터널 내 통과차량에 의하여 발생하는 풍하중으로 인한 터널라이닝의 동적거동에 대하여 분석하였다. 차량으로 인한 풍하중은 목표지점을 지나가는 차량에 대하여 압력과 팽창을 나타내는 시간함수를 이용하여 모형화 하였으며, 파형강판으로 이루어진 터널라이닝은 3차원 쉘 요소를 사용하였다. 쉘 요소로 모델링된 3차원 터널라이닝의 동적해석은 많은 양의 메모리와 시간이 요구되지만 파형강판의 동적특성을 반영하는 한편 최대한 단순화된 모형을 제시하여 해석에 이용하였다. 터널라이닝의 변위를 분석하기 위해 다양한 차량 주행 조건 및 맞바람 풍속이 고려되었다. 차량과 풍속이 증가하면 응답 또한 증가하였으며, 최대변위는 차량이 120km/h로 교차주행 시 25mm로 나타났다. 연속주행 시 응답에 미치는 영향은 단독주행 응답보다 2.5% 이내로 크지 않게 나타났다. 따라서 숏크리트가 적용되지 않는 독립구조체 터널라이닝의 경우동적거동은 반드시 고려해야하는 것으로 판단된다.

풍력 및 태양광 발전시스템의 일반 특성과 강풍제어기 및 DC-DC컨버터에 대한 연구 (A Study on General Characteristics of Wind and Solar Power System, Automatic Tail Safety Controller and DC-DC Converter)

  • 최정훈;박성준;문채주
    • 조명전기설비학회논문지
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    • 제19권1호
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    • pp.109-116
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    • 2005
  • 풍력 및 태양광 발전시스템은 화석에너지의 고갈에 대한 대체에너지로 각광을 받고 있으며, 환경오염을 발생하지 않고 무한정으로 사용할 수 있으나 풍속과 태양광의 변화에 따른 안정성의 문제가 발생한다. 풍력발전시스템의 경우 태풍과 급속한 풍속의 변화에 의해 시스템의 안정성 문제가 발생한다. 본 논문에서는 풍속을 이용한 피드백 제어를 기초로 하는 자동강풍제어기를 포함하는 풍력 발전시스템을 구성하였으며, 이를 다양한 조건의 실험을 통하여 입증하였다. 태양전지 어레이의 최대 출력을 위한 MPPT제어와 고르지 못한 DC 전압을 정류하기 위하여 buck-boost컨버터를 사용하였고, 실험을 동하여 시스템 출력전류 리플 저감의 결과를 확인하였다.

난방기용 콘형 가스버너에서 3차원 난류 유동장 고찰 - 벡터장 및 평균속도에 대하여 - (Investigation of the Three-dimensional Turbulent Flow Fields in Cone Type Gas Burner for Furnace - On the Vector Fields and Mean Velocities -)

  • 김장권;정규조;김석우;김인규
    • 동력기계공학회지
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    • 제4권4호
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    • pp.25-31
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    • 2000
  • This paper represents the vector fields and three dimensional mean velocities in the X-Y plane of cone type swirl gas burner measured by using X-probe from the hot-wire anemometer system. This experiment is carried out at flowrate 350 and $450{\ell}/min$ respectively in the test section of subsonic wind tunnel. The vector plot shows that the maximum axial mean velocity component is focused in the narrow slits distributed radially on the edge of a cone type swirl burner, for that reason, there is some entrainment of ambient air in the outer region of the burner and the rotational flow can be shown in the inner region of the burner because mean velocity W is distributed about twice as large as mean velocity V due to inclined flow velocity ejecting from the swirl vanes of a cone type baffle plate of burner. Moreover, the mean velocities are largely distributed near the outer region of burner within $X/R{\fallingdotseq}1.5$, hence, the turbulent characteristics are anticipated to be distributed largely in the center of this region due to the large inclination of mean velocity and swirl effect.

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A Statistical Approach to Examine the Impact of Various Meteorological Parameters on Pan Evaporation

  • Pandey, Swati;Kumar, Manoj;Chakraborty, Soubhik;Mahanti, N.C.
    • 응용통계연구
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    • 제22권3호
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    • pp.515-530
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    • 2009
  • Evaporation from surface water bodies is influenced by a number of meteorological parameters. The rate of evaporation is primarily controlled by incoming solar radiation, air and water temperature and wind speed and relative humidity. In the present study, influence of weekly meteorological variables such as air temperature, relative humidity, bright sunshine hours, wind speed, wind velocity, rainfall on rate of evaporation has been examined using 35 years(1971-2005) of meteorological data. Statistical analysis was carried out employing linear regression models. The developed regression models were tested for goodness of fit, multicollinearity along with normality test and constant variance test. These regression models were subsequently validated using the observed and predicted parameter estimates with the meteorological data of the year 2005. Further these models were checked with time order sequence of residual plots to identify the trend of the scatter plot and then new standardized regression models were developed using standardized equations. The highest significant positive correlation was observed between pan evaporation and maximum air temperature. Mean air temperature and wind velocity have highly significant influence on pan evaporation whereas minimum air temperature, relative humidity and wind direction have no such significant influence.