Wind-induced response control model for high-rise buildings based on resizing method

    Se Woon Choi Info
    Ji Hyun Seo Info
    Hong Min Lee Info
    Yousok Kim Info
    Hyo Seon Park Info
DOI: https://doi.org/10.3846/13923730.2013.802742

Abstract

A variety of methods have been applied to reduce the effect of the wind-induced vibration of a high-rise building as the excessive wind-induced vibration at the top of a high-rise building can cause physical and psychological discomfort to the user or the residents. For structural engineers, the most effective approach to control the wind-induced responses of high-rise buildings would be to control the stiffness or natural frequency of the building. This paper presents a practical design model to control the wind-induced responses of a high-rise building. In the model, the stiffness of a high-rise building is maximized to increase the natural frequency of the building by the resizing algorithm. The proposed design model is applied to control the wind-induced vibration of an actual 37-storey building during the initial stage of its structural design.

Keywords:

high-rise building, serviceability design, wind-induced vibration, resizing algorithm, structural optimization

How to Cite

Choi, S. W., Seo, J. H., Lee, H. M., Kim, Y., & Park, H. S. (2015). Wind-induced response control model for high-rise buildings based on resizing method. Journal of Civil Engineering and Management, 21(2), 239-247. https://doi.org/10.3846/13923730.2013.802742

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January 30, 2015
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2015-01-30

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How to Cite

Choi, S. W., Seo, J. H., Lee, H. M., Kim, Y., & Park, H. S. (2015). Wind-induced response control model for high-rise buildings based on resizing method. Journal of Civil Engineering and Management, 21(2), 239-247. https://doi.org/10.3846/13923730.2013.802742

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