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Reponse of a building induced by an abrupt gust

Research Project

Project/Area Number 08650682
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field Building structures/materials
Research InstitutionTokyo Denki University

Principal Investigator

KAWAI Hiromasa  Tokyo Denki University, Professor, 理工学部, 教授 (60027282)

Project Period (FY) 1996 – 1997
Project Status Completed (Fiscal Year 1997)
Budget Amount *help
¥1,900,000 (Direct Cost: ¥1,900,000)
Fiscal Year 1997: ¥500,000 (Direct Cost: ¥500,000)
Fiscal Year 1996: ¥1,400,000 (Direct Cost: ¥1,400,000)
KeywordsGust wind loads / Gust response / Wind tunnel test / Time series analysis / Transition response / Over shoot phenomena / Linear model / Ramdom pulse / 過渡現象 / 非線形現状 / 風荷重 / 過渡応答 / 非定常性 / 空力アドミッタンス / 核関数 / 建築基準法
Research Abstract

Buildings and houses are often damaged by an abrupt gust during a typhoon wind. Wind speed suddenly increase to double or three times of the mean wind speed and then decrease gradually in several seconds in such a gust. However, wind load induced by such a abrupt gust is not described in codes of practice in which it is assumed that wind blows stationary in a relatively long time. ln this research, characteristics of the wind load induced by the abrupt gust are investigated by wind tunnel tests and responses of buildings during the gust are investigated by numerical analysis in time series mainly from the following two points of view, 1) To simulate an abrupt gust in a wind tunnel, 2) To clarify a mechanism of a wind loading due to the gust, 3) To make model gust gust loads, 4) And to calculate the response of building induced by the model gust load.
In order to simulate the gust, we set a fence at a position far from a building model. By adjusting a height of the fence and the distance from the model, an abrupt gust can be produced, which is very similar to the gust in a natural wind. The flow around the building and wind loads are influenced significantly by the characteristics of the approaching gust, so peak wind load do not correspond with the approaching gust speed.
The response of a building induced by the gust are influenced by the gust shape and the duration of the gust. The rectangular gust induces a large over shoot response and the maximum displacement is about twice of the static displacement. When the duration of the gust is as same as the natural frequency of the building, the resonance effect are observed and the effect increases with number of successive gusts. When the gust passes away a building, the response shows a free vibration behavior. The amplitude of the free vibration is very much effected by a shape and a duration of the gust. When the gust duration equals the natural period of a building, the amplitude tends to null in a sinusoidal gust.

Report

(3 results)
  • 1997 Annual Research Report   Final Research Report Summary
  • 1996 Annual Research Report
  • Research Products

    (21 results)

All Other

All Publications (21 results)

  • [Publications] Kawai, H.: "Structure of conical vortices with suction fluctuation" Journal of Wind Engineering and Industrial Aerodynamics. 69-71. 579-588 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Yoshie, R., Kawai, H.: "A study on wind-induced vibtation of super high rise building" Journal of Wind Engineering and Industrial Aerodynamics. 69-71. 745-756 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Kawai, H.: "Effects of corner modifications on aeroelastic instabilities" Proceedings of the 2nd European & African Conf.on Wind Engineering. 1223-1230 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Kawai, H., Shimura, M.: "Wind induced response of a large cantilevered roofs" Proceedings of the 4th Asia-Pacific Symposium on Wind Engineering. 191-194 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] 河井 宏允, 大沼 史生: "突風によって生じる風荷重の特性について" 日本風工学会誌. 71. 133-134 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] 河井 宏允, 二井 啓: "突風に伴う建物の応答性状について" 日本風工学会誌. 71. 131-132 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] 日本鋼構造協会編: "構造物の耐風工学" 東京電機大学出版会, 688 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Kawai, H.: "Structure of conical vortices with suction fluctuation" Journal of Wind Engineering and Industrial Aerodynamics. Vol.69-71. 579-588 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Kawai, H.: "Effects of corner modificationson aeroelastic instabilities" Proceedings of the 2nd European & African Conf.on Wind Engineering. 1223-1230 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Kawai, H.and Nii, S.: "Respanse of buildig induced by a sudden gust (in Japanese)" Journal of Wind Engineering. Vol.71. 131-132 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Kawai, H.and Oonuma, F.: "Characteristics of wind loads induced by sudden gusts (in Japanese)" Journal of Wind Engineering. Vol.71. 133-134 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Kawai,H.: "Structure of conical vortices with suction fluctuation" Journal of Wind Engineering and Industrial Aerodynamics. 69-71. 579-588 (1997)

    • Related Report
      1997 Annual Research Report
  • [Publications] Yoshie,R., Kawai,H.: "A study on wind-induced vibration of super high rise building" Journal of Wind Engineering and Industrial Aerodynamics. 69-71. 745-756 (1997)

    • Related Report
      1997 Annual Research Report
  • [Publications] Kawai,H.: "Effects of corner modifications on aeroelastic instabilities" Proceedings of the 2nd European & African Conf.on Wind Engineering. 1223-1230 (1997)

    • Related Report
      1997 Annual Research Report
  • [Publications] Kawai,H., Shimura,M.: "Wind induced response of a large cantilevered roofs" Proceedings of the 4th Asia-Pacific Symposium on Wind Engineering. 191-194 (1997)

    • Related Report
      1997 Annual Research Report
  • [Publications] 河井宏允, 大沼史生: "突風によって生じる風荷重の特性について" 日本風工学会誌. 71. 133-134 (1997)

    • Related Report
      1997 Annual Research Report
  • [Publications] 河井宏允, 二井啓: "突風に伴う建物の応答性状について" 日本風工学会誌. 71. 131-132 (1997)

    • Related Report
      1997 Annual Research Report
  • [Publications] 日本鋼構造協会編: "構造物の耐風工学" 東京電機大学出版会, 688 (1997)

    • Related Report
      1997 Annual Research Report
  • [Publications] Kawai,Hiromasa: "Structure of conical vortices related with suction fluctuation" Proceeding of 3rd Int.Col.on Bluff Body Aerodynamics. AVIII1-AVIII4 (1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] 河井宏允: "陸屋根に作用する風圧変動の特性について" 第14回風工学シンポジウム論文集. 557-562 (1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] 河井宏允: "多質点モデルによる超高層建築物の風による振動に関する研究" 第14回風工学シンポジウム論文集. 437-442 (1996)

    • Related Report
      1996 Annual Research Report

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Published: 1996-04-01   Modified: 2016-04-21  

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