Stochastic harmonic function based wind field simulation and wind-induced reliability of super high-rise buildings

Research output: Contribution to journalArticleResearchpeer review

Authors

  • Jianbing Chen
  • Youwei Chen
  • Yongbo Peng
  • Shiyun Zhu
  • Michael Beer
  • Liam Comerford

Research Organisations

External Research Organisations

  • Tongji University
  • University of Liverpool
  • Kunshan Jinying World Industrial Co.
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Details

Original languageEnglish
Article number106264
JournalMechanical Systems and Signal Processing
Volume133
Early online date12 Aug 2019
Publication statusPublished - 1 Nov 2019

Abstract

Wind field simulation and wind-induced reliability assessment are two critical steps in wind-induced vibration analysis and design of super high-rise buildings. Owing to its simple algorithm and rigorous theoretical basis, the spectral representation method (SRM) is widely used in practice. However, the SRM still encounters the computational challenge due to the Cholesky decomposition with respect to the crossing-power spectral density (PSD) matrix, particularly in the simulation of multi-variate random processes of large-size wind fluctuation fields. To circumvent this challenge, the stochastic harmonic function based spectral representation method (SHF-SRM) proposed in recent years is extended to the simulation of multi-variate random processes. In conjunction with the probability density evolution method (PDEM), the stochastic response analysis and reliability assessment of wind-induced random vibration of structures is addressed. For illustrative purposes, the wind field simulation and wind-induced vibration and reliability assessment of a 417.7 m high building are carried out. The numerical example proves the effectiveness of the SHF-SRM in simulating multi-variate random processes, and reveals the value of reliability assessment in terms of the global reliability and the time-variant reliability for the enhancement of wind-resistant design of high-rise buildings.

Keywords

    Multi-variate random processes, Probability density evolution method, Reliability assessment, Stochastic harmonic function, Super high-rise buildings, Wind field simulation

ASJC Scopus subject areas

Cite this

Stochastic harmonic function based wind field simulation and wind-induced reliability of super high-rise buildings. / Chen, Jianbing; Chen, Youwei; Peng, Yongbo et al.
In: Mechanical Systems and Signal Processing, Vol. 133, 106264, 01.11.2019.

Research output: Contribution to journalArticleResearchpeer review

Chen J, Chen Y, Peng Y, Zhu S, Beer M, Comerford L. Stochastic harmonic function based wind field simulation and wind-induced reliability of super high-rise buildings. Mechanical Systems and Signal Processing. 2019 Nov 1;133:106264. Epub 2019 Aug 12. doi: 10.1016/j.ymssp.2019.106264
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abstract = "Wind field simulation and wind-induced reliability assessment are two critical steps in wind-induced vibration analysis and design of super high-rise buildings. Owing to its simple algorithm and rigorous theoretical basis, the spectral representation method (SRM) is widely used in practice. However, the SRM still encounters the computational challenge due to the Cholesky decomposition with respect to the crossing-power spectral density (PSD) matrix, particularly in the simulation of multi-variate random processes of large-size wind fluctuation fields. To circumvent this challenge, the stochastic harmonic function based spectral representation method (SHF-SRM) proposed in recent years is extended to the simulation of multi-variate random processes. In conjunction with the probability density evolution method (PDEM), the stochastic response analysis and reliability assessment of wind-induced random vibration of structures is addressed. For illustrative purposes, the wind field simulation and wind-induced vibration and reliability assessment of a 417.7 m high building are carried out. The numerical example proves the effectiveness of the SHF-SRM in simulating multi-variate random processes, and reveals the value of reliability assessment in terms of the global reliability and the time-variant reliability for the enhancement of wind-resistant design of high-rise buildings.",
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note = "Funding information: The supports of the National Natural Science Foundation of China (Grant Nos. 11672209 , 51538010 , 51725804 , 51878505 , and 11761131014 ), and the National Key R&D Program of China (Grant No. 2017YFC0803300 ) are highly appreciated. The authors are grateful to Mr Guangjing Sha and Mr Xi Zhu for their helps in preparing this article.",
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N1 - Funding information: The supports of the National Natural Science Foundation of China (Grant Nos. 11672209 , 51538010 , 51725804 , 51878505 , and 11761131014 ), and the National Key R&D Program of China (Grant No. 2017YFC0803300 ) are highly appreciated. The authors are grateful to Mr Guangjing Sha and Mr Xi Zhu for their helps in preparing this article.

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