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- W2368528015 abstract "The concept of modal strain energy is introduced and modal coupling coefficients of background response and resonance response are defined in this paper. Based on these coefficients,the coupling magnitude of background and resonance response for different modes can be conveniently estimated,which can overall reflect the characteristic with respect to power spectrum of wind loads and structural modals.Therefore a standard for the identification of dominant-coupling modals can be established.The total wind induced background and resonance response can be obtained by the superposition of dominant-coupling modal contribution and SRSS(Square Root of Sum of Squares) results of each dominant modals.This method breaks through the limitations of the complicated CQC(Complete Quadratic Combination) calculation in the analysis of wind induced response for large span roof structures.Finally,the effectiveness of the proposed method is verified by the analysis of wind-induced vibration response for the roof structure of 2008 Beijing Olympic Tennis Center Stadium." @default.
- W2368528015 created "2016-06-24" @default.
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- W2368528015 date "2009-01-01" @default.
- W2368528015 modified "2023-09-25" @default.
- W2368528015 title "Modal coupling effects for wind-induced background response and resonance response of large-span roof" @default.
- W2368528015 hasPublicationYear "2009" @default.
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