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多场耦合下超高空心薄壁墩身动力特性优化模型

王飞

华南地震2025,Vol.45Issue(1):138-144,7.
华南地震2025,Vol.45Issue(1):138-144,7.DOI:10.13512/j.hndz.2025.01.17

多场耦合下超高空心薄壁墩身动力特性优化模型

Optimized Model for Dynamic Characteristics of Ultra-high Hollow Thin-walled Pier Under Multi-field Coupling

王飞1

作者信息

  • 1. 中铁十一局集团第五工程有限公司,重庆 400037
  • 折叠

摘要

Abstract

Influenced by the characteristics of the ultra-high hollow thin-walled pier,the dynamic correlation at the existing nodes corresponding to the free end of the ultra-high hollow thin-wall pier is relatively complex.The analysis results of the traditional dynamic model of the ultra-high hollow thin-walled pier show an insufficiency of analysis on part of the parameters,which results in a large deviation between the stress change of the model and the actual situation.Therefore,given the ultra-high hollow thin-walled pier structure at the present stage and its multi-field coupling conditions,optimization analysis of its dynamic characteristic model was carried out.Through the dynamic distribution model of the ultra-high hollow thin-walled pier under multi-field coupling,multi-field coupling modal analysis and pier dynamic characteristic model calculation,the overall optimization of the dynamic characteristics of the ultra-high hollow thin-walled pier under multi-field coupling was completed.The experimental comparison shows that the optimized model can more accurately reflect the dynamic characteristics of the ultra-high hollow thin-walled pier under multi-field coupling,and has better stress response,stability,and dynamic analysis ability.

关键词

多场耦合/超高空心薄壁墩身/动力特性优化/动力分布模型/模态分析

Key words

Multi-field coupling/Ultra-high hollow thin-walled pier/Dynamic characteristic optimization/Dynamic distribution model/Modal analysis

分类

交通工程

引用本文复制引用

王飞..多场耦合下超高空心薄壁墩身动力特性优化模型[J].华南地震,2025,45(1):138-144,7.

基金项目

中铁十一局集团第五工程有限公司重点项目(ZT11052020B-02) (ZT11052020B-02)

华南地震

1001-8662

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