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复合窗户型铅黏弹阻尼器试验及减震效果研究

许浩 于晓璐 周宇翔 何文福

建筑结构学报2026,Vol.47Issue(8):95-106,12.
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建筑结构学报2026,Vol.47Issue(8):95-106,12.DOI:10.14006/j.jzjgxb.2025.0453

复合窗户型铅黏弹阻尼器试验及减震效果研究

Experimental study and seismic energy dissipation effect of composite window-type lead viscoelastic dampers

许浩 1于晓璐 1周宇翔 1何文福1

作者信息

  • 1. 上海大学力学与科学工程学院,上海 200444
  • 折叠

摘要

Abstract

As China's urbanization process continues to advance,increasingly stringent requirements have been imposed on the spatial efficiency and functional capabilities of building structures.To overcome the large footprint and functional interference of traditional viscoelastic dampers,a composite window-type lead viscoelastic damper(WLVED)was proposed.Installed within window openings,it integrated energy dissipation with window functionality,organically combining seismic damping and architectural function.The damper's configuration,working principle,and mechanical model were presented.Quasi-static tests on three full-scale specimens were conducted to examine the effects of loading displacement and lead core number on hysteretic behavior and energy dissipation.A finite element model was established and validated against test results,then it was used to analyze the influence of rubber and lead core parameters.Finally,the seismic performance of a 10-story concrete frame equipped with WLVEDs was evaluated.Results show that WLVEDs significantly reduce structural response under design and rare earthquakes,lowering inter-story displacement and acceleration by 39.13%and 25.00%,respectively.Compared with conventional viscous damper schemes,WLVED-equipped structures exhibit less plastic damage.By utilizing window openings with minimal impact on building function,the WLVED offers a new reference for practical engineering applications.

关键词

窗户型阻尼器/铅黏弹阻尼器/拟静力试验/有限元模拟/地震响应

Key words

window-type damper/lead viscoelastic damper/quasi-static test/FEA/seismic response

分类

建筑与水利

引用本文复制引用

许浩,于晓璐,周宇翔,何文福..复合窗户型铅黏弹阻尼器试验及减震效果研究[J].建筑结构学报,2026,47(8):95-106,12.

基金项目

国家自然科学基金项目(52378521,52578594,52408548). (52378521,52578594,52408548)

建筑结构学报

1000-6869

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