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大跨径结构多点激励抗震分析的时频域数值转换算法

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Indexed by:期刊论文

Date of Publication:2022-06-29

Journal:沈阳建筑工程学院学报

Affiliation of Author(s):建设工程学部

Issue:5

Page Number:756-759,763

ISSN No.:1671-2021

Abstract:An assessment of equivalence relationship between time and frequency domain expressions is carried out, which is significant for further comparing structural responses in time or frequency domain. And a new trigonometric function algorithm is introduced for a time history to calculate spectrum on arbitrary frequency, much better than the traditional discrete fourier transform method. Finally, in terms of the dynamic response analysis of long span structure conditioned on phase difference and amplitude decay of seismic excitation, the predominance and applicability of the new trigonometric function method are verified by the numerical examples.

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