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

Se Woon Choi, Ji Hyun Seo, Hong Min Lee, Yousok Kim, Hyo Seon Park

Research output: Contribution to journalArticle

5 Citations (Scopus)

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.

Original languageEnglish
Pages (from-to)239-247
Number of pages9
JournalJournal of Civil Engineering and Management
Volume21
Issue number2
DOIs
Publication statusPublished - 2015 Jan 1

Fingerprint

Natural frequencies
Stiffness
Structural design
Engineers
Vibration
Natural frequency
Residents
Psychological

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Strategy and Management

Cite this

Choi, Se Woon ; Seo, Ji Hyun ; Lee, Hong Min ; Kim, Yousok ; Park, Hyo Seon. / Wind-induced response control model for high-rise buildings based on resizing method. In: Journal of Civil Engineering and Management. 2015 ; Vol. 21, No. 2. pp. 239-247.
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Wind-induced response control model for high-rise buildings based on resizing method. / Choi, Se Woon; Seo, Ji Hyun; Lee, Hong Min; Kim, Yousok; Park, Hyo Seon.

In: Journal of Civil Engineering and Management, Vol. 21, No. 2, 01.01.2015, p. 239-247.

Research output: Contribution to journalArticle

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