CHIBA PORT TOWER - FULL-SCALE MEASUREMENT OF WIND ACTIONS .2. BASIC PROPERTIES OF FLUCTUATING WIND PRESSURES

被引:3
|
作者
KAWABATA, S
OHKUMA, T
KANDA, J
KITAMURA, H
机构
[1] KANAGAWA UNIV,YOKOHAMA,KANAGAWA,JAPAN
[2] UNIV TOKYO,TOKYO 113,JAPAN
[3] NIKKEN SEKKEI,TOKYO,JAPAN
[4] TAKENAKA CORP,TOKYO,JAPAN
关键词
Chiba Port Tower; full scale measurement; power spectrum; pressure fluctuation; probability density;
D O I
10.1016/0167-6105(90)90041-A
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper contains the study concerning the basic properties of pressure fluctuations which has been investigated on Chiba Port Tower starting about one year ago for the purpose of making clear the characteristics of wind pressure on claddings of building. The record of strong wind which we have selected as our observation object this time is taken only at the time of Typhoon whose wind speed at the top of the building is 20 m/s and over. Resultantly, the value of r.m.s. pressure coefficient depends largely on turbulence intensity of wind speed and the r.m.s. pressure coefficient is almost twice of turbulence intensity of wind speed on windward face, and about twice or three times on side face. According to power spectrum analysis, Kárman vortex is recognized to occur periodically from this building, and Strouhal number is about 0.08∼0.11 based on the one side length of the building. Also the peak factor of pressure fluctuations on side and leeward faces, compared with the values on windward face, both mode and dispersion are large. It is cleared that the peak factor of pressure fluctuations on side and leeward faces inclines to be considerably larger than the peak factor of wind speed when the averaged period of peak value is under 0.5 second. © 1990.
引用
收藏
页码:253 / 262
页数:10
相关论文
共 50 条
  • [21] Full-scale and wind-tunnel measurements of the wind and wind-induced pressures over suburban terrain
    Geurts, CPW
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1996, 64 (2-3) : 89 - 100
  • [22] FULL-SCALE MEASUREMENTS OF WIND-INDUCED ACCELERATION RESPONSE OF SYDNEY TOWER
    KWOK, KCS
    MACDONALD, PA
    ENGINEERING STRUCTURES, 1990, 12 (03) : 153 - 162
  • [23] Full-scale measurement of wind pressures acting on the deck cross section of a cable-stayed bridge
    Niihara, Y
    Nakano, R
    Hayashida, K
    Kubo, Y
    WIND ENGINEERING INTO THE 21ST CENTURY, VOLS 1-3, 1999, : 1005 - 1012
  • [24] Full-Scale Observations for the Combined Wind-Induced Responses of a Cylindrical Tower
    Poovarodom, Nakhorn
    Magteppong, Nuttaphon
    Jirasakjamroonsri, Amorntep
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2024,
  • [25] Full-scale measurements of wind-induced responses on the Hamamatsu ACT Tower
    Miyashita, K
    Itoh, M
    Fujii, K
    Yamashita, J
    Takahashi, T
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1998, 74-6 : 943 - 953
  • [26] Full-scale measurements and analysis of the floating installation of an offshore wind turbine tower
    Domingos, David Fidalgo
    Atzampou, Panagiota
    Meijers, Peter Christiaan
    Beirao, Sebastiao Holbeche
    Metrikine, Andrei, V
    van Wingerden, Jan-Willem
    Wellens, Peter
    OCEAN ENGINEERING, 2024, 310
  • [27] FULL-SCALE MEASUREMENT AND WIND-TUNNEL TESTING OF WIND LOADING ON 2 NEIGHBORING COOLING-TOWERS
    SUN, TF
    GU, ZF
    ZHOU, LM
    LI, PH
    CAI, GL
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1992, 43 (1-3) : 2213 - 2224
  • [28] Experimental study of wind pressures on a low-rise full-scale building
    Hunan University, Changsha 410082, China
    不详
    Tumu Gongcheng Xuebao, 2008, 6 (9-13):
  • [29] Effect of Opening Size and Wind Speed on Internal Pressures in Full-Scale Buildings
    Humphreys, M. T.
    Ginger, J. D.
    Henderson, D. J.
    PROCEEDINGS OF THE 25TH AUSTRALASIAN CONFERENCE ON MECHANICS OF STRUCTURES AND MATERIALS (ACMSM25), 2020, 37 : 1061 - 1069
  • [30] Sail pressures from full-scale, wind-tunnel and numerical investigations
    Viola, Ignazio Maria
    Flay, Richard G. J.
    OCEAN ENGINEERING, 2011, 38 (16) : 1733 - 1743