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不规则结构附加金属阻尼器消能减震设计方法

陈博文 吕桂林

工业技术与职业教育2025,Vol.23Issue(6):6-10,5.
工业技术与职业教育2025,Vol.23Issue(6):6-10,5.

不规则结构附加金属阻尼器消能减震设计方法

Design Method for Seismic Energy Dissipation of Irregular Structures with Metal Dampers

陈博文 1吕桂林1

作者信息

  • 1. 唐山工业职业技术大学,河北 唐山 063299
  • 折叠

摘要

Abstract

The torsional effect caused by the misalignment between mass center and rigid center of irregular structures exacerbates the destructive effect of earthquakes.Metal dampers are commonly used in structural seismic control research due to their simple structure and stable hysteresis performance.Considering the mechanics characteristics of irregular structures,the design method for seismic energy dissipation with additional metal dampers of irregular structures is proposed based on Kasai performance optimization method.Taking a 6-story irregular frame structure as an example,the proposed method is used for seismic design to prove its feasibility and effectiveness.The calculation results show that the energy dissipation structure meets the requirements of inter story displacement angle limit for frequent and rare earthquakes,and the effect of seismic response reduction is better,through dynamic elastic-plastic time history analysis,providing a foundation for seismic control research of irregular structures.

关键词

不规则结构/金属阻尼器/消能减震设计/等刚度原则

Key words

irregular structure/metal damper/seismic energy dissipation/equal stiffness

分类

建筑与水利

引用本文复制引用

陈博文,吕桂林..不规则结构附加金属阻尼器消能减震设计方法[J].工业技术与职业教育,2025,23(6):6-10,5.

基金项目

唐山工业职业技术大学校级课题"不规则结构附加金属阻尼器消能减震设计方法研究"(课题编号:XJKT202402),主持人陈博文. (课题编号:XJKT202402)

工业技术与职业教育

1674-943X

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