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竖向混合结构自振特性不确定性量化和参数全局灵敏度分析

张衡 吴先峰 黄斌 吴志峰

建筑结构学报2025,Vol.46Issue(6):118-127,10.
建筑结构学报2025,Vol.46Issue(6):118-127,10.DOI:10.14006/j.jzjgxb.2024.0405

竖向混合结构自振特性不确定性量化和参数全局灵敏度分析

Uncertainty quantification and global sensitivity analysis of free-vibration of vertically hybrid structures

张衡 1吴先峰 1黄斌 2吴志峰3

作者信息

  • 1. 长江大学城市建设学院,湖北荆州 434023
  • 2. 武汉理工大学土木工程与建筑学院,湖北武汉 430070
  • 3. 武汉理工大学土木工程与建筑学院,湖北武汉 430070||华中科技大学土木与水利工程学院,湖北武汉 430074
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摘要

Abstract

The free vibration analysis of vertically hybrid structures is an important reference for their dynamic design.By taking a real reinforced concrete(RC)-steel vertically hybrid structure as an example,the explicit expressions of vibration modes considering the randomness of structural parameters were obtained using the homotopy stochastic finite element method.On this basis,the concept of coincidence rate was proposed to quantify the proximity of the vibration frequencies of the superstructure to that of the overall and main structures.The importance ranking of the influencing factors of the structural free vibration characteristics at the component level was completed through a global sensitivity analysis of the stochastic parameters.The numerical results show that,although the fundamental vibration frequency of the upper steel frame is designed to be far away from the first three vibration frequencies of the vertically hybrid structure and the main structure,it is easy to coincide with the higher-order vibration frequencies of the overall structure,and the variability of the parameters of the superstructure is more likely to cause an increase in the coincidence rate.The main influencing factors of the same order vibration frequency and mode do not originate from the same structural member,when the coincidence rate between the frequency of the overall structure and the fundamental frequency of the superstructure is high,the influence factors of the vibration frequency and mode will be consistent,and both are most sensitive to the superstructure parameters.

关键词

竖向混合结构/自振频率/自振振型/全局灵敏度/同伦随机有限元法

Key words

vertically hybrid structure/vibration frequency/vibration mode/global sensitivity/homotopy stochastic finite element method

分类

建筑与水利

引用本文复制引用

张衡,吴先峰,黄斌,吴志峰..竖向混合结构自振特性不确定性量化和参数全局灵敏度分析[J].建筑结构学报,2025,46(6):118-127,10.

基金项目

国家自然科学基金项目(51978545),湖北省教育厅科学研究计划重点项目(D20231305). (51978545)

建筑结构学报

OA北大核心

1000-6869

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