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CLC number: TU311.3, TU973
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 0000-00-00
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WIND-INDUCED STOCHASTIC RESPONSE OF CONTROLLED TALL BUILDINGS BY COMPLEX-MODE ANALYSIS
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SUN Bing-nan, CHEN Shui-fu. WIND-INDUCED STOCHASTIC RESPONSE OF CONTROLLED TALL BUILDINGS BY COMPLEX-MODE ANALYSIS[J]. Journal of Zhejiang University Science A, 2000, 1(4): 421-426.
@article{title="WIND-INDUCED STOCHASTIC RESPONSE OF CONTROLLED TALL BUILDINGS BY COMPLEX-MODE ANALYSIS",
author="SUN Bing-nan, CHEN Shui-fu",
journal="Journal of Zhejiang University Science A",
volume="1",
number="4",
pages="421-426",
year="2000",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2000.0421"
}
%0 Journal Article
%T WIND-INDUCED STOCHASTIC RESPONSE OF CONTROLLED TALL BUILDINGS BY COMPLEX-MODE ANALYSIS
%A SUN Bing-nan
%A CHEN Shui-fu
%J Journal of Zhejiang University SCIENCE A
%V 1
%N 4
%P 421-426
%@ 1869-1951
%D 2000
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2000.0421
TY - JOUR
T1 - WIND-INDUCED STOCHASTIC RESPONSE OF CONTROLLED TALL BUILDINGS BY COMPLEX-MODE ANALYSIS
A1 - SUN Bing-nan
A1 - CHEN Shui-fu
J0 - Journal of Zhejiang University Science A
VL - 1
IS - 4
SP - 421
EP - 426
%@ 1869-1951
Y1 - 2000
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2000.0421
Abstract: This paper deals with the along-wind dynamic response of tall buildings passively controlled by Cross-Tensioned Spring Damper (CTSD) mechanisms. In order to estimate the dynamic response more accurately and efficiently, the building and its CTSD controllers were considered as a coupled non-classical damping system and a new stochastic response analysis method, complex-modal state-space method, was proposed based on the combination of complex modes of the structural system rather than on the real-modal decomposition as usual. As numerical examples, the displacement response of a 2-degree-of freedom system to white-nosie input is first considered and the validity and accuracy of the proposed method are demonstrated through comparison with the exact results. The wind-induced dynamic responses of a tall building controlled by two CTSD mechanisms are the analyzed. The calculation results showed that the proposed method is much more appropriate and accurate than the conventional real-modal decomposition method in the analysis of dynamic responses of passively controlled tall buildings.
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