Dynamic Response of the Taizang Tower before and after Reinforcement under Seismic Load

Abstract:

The Taizang tower was the research object in this paper. The field of stress and displacement before and after reinforcement were calculated under seismic load. The dynamic response and variation regularity were obtained using dynamic finite element method (FEM). The results show that: Taking reinforcement measures, maximum displacement can obviously decrease and the distribution of stress tends to be uniformity. Reinforcement measures can improve the stability of the soil site.

• Periodical: Applied Mechanics and Materials (Volumes 166-169)
• Pages: 2024-2027
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.166-169.2024
• Online since: May 2012
• Authors: Jun Qing Liu, Yuan Yuan Chao, Cheng Cheng Chen
• Keywords: Dynamic Response, Finite Element Method (FEM), Seismic Excitation, Soil Sites

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