In order to overcome the problems of long analysis time, low accuracy, and high energy consumption in traditional lateral vibration analysis methods of high-rise buildings, a new method of lateral vibration analysis of high-rise buildings based on partial differential equation is proposed. Based on Hamilton’s principle, the partial differential equation of lateral vibration of high-rise buildings is established, and the Galerkin method is used to solve the partial differential equation until the discrete solution is obtained, and then the displacement response of high-rise buildings under different excitation frequencies is obtained. The experimental results show that compared with the traditional method, the proposed method has the advantages of short calculation time, high accuracy, and low energy consumption.
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Translated from Izvestiya Vysshikh Uchebnykh Zavedenii, Fizika, No. 1, pp. 103–111, January, 2021.
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Li, L., Martínez, R. Analysis for Transverse Shake Vibration of High-Rise Buildings Based on Partial Differential Equation. Russ Phys J 64, 118–129 (2021). https://doi.org/10.1007/s11182-021-02307-4
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DOI: https://doi.org/10.1007/s11182-021-02307-4