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附加阻尼网的斜底式TLD减震控制理论与试验研究

孙澔鼎 何浩祥 程扬 曹青

建筑结构学报2024,Vol.45Issue(4):72-85,14.
建筑结构学报2024,Vol.45Issue(4):72-85,14.DOI:10.14006/j.jzjgxb.2022.0867

附加阻尼网的斜底式TLD减震控制理论与试验研究

Theoretical and experimental study on damping net and sloped-bottom tank tuned liquid damper with damping control

孙澔鼎 1何浩祥 1程扬 1曹青2

作者信息

  • 1. 北京工业大学工程抗震与结构诊治北京市重点试验室,北京 100124
  • 2. 北京工业大学工程抗震与结构诊治北京市重点试验室,北京 100124||中铁建设集团有限公司,北京 100040
  • 折叠

摘要

Abstract

The conventional tuned liquid damper(TLD)has limitations such as low effective damping and high water storage.A damping net and sloped-bottom tank tuned liquid damper(DNS-TLD)was proposed.By combining the sloped-bottom tank TLD with a damping net,strengthening liquid sloshing in the tank,the damping ratio was enhanced and the water storage was reduced.A controlled structural mechanical model of the DNS-TLD was proposed to illustrate its damping mechanism.A simple method for estimating the total equivalent damping ratio of the DNS-TLD was presented.The damping performance of additional DNS-TLD and other types of TLDs was compared and analyzed through shaking table test of single steel frame.The test results were compared with numerical simulation results to further verify the damping laws and the accuracy of the calculation method that can predict the total equivalent damping ratio of various types of TLDs.On this basis,a seismic dynamic time analysis was carried out on a 10-storey reinforced concrete frame structure with DNS-TLD to verify the effectiveness of DNS-TLD on the seismic damping control of the actual structure.The results of both shaking table tests and numerical simulations show that DNS-TLD effectively combines the advantages of sloped-bottom tank TLD and damping net,and represents better damping performance,higher damping efficiency and greater robustness and engineering applicability than other types of TLDs.

关键词

调谐液体阻尼器/斜底式水箱/阻尼网/调谐减震/附加阻尼比

Key words

tuned liquid damper/sloped-bottom tank/damping net/tuned control/additional damping ratio

分类

建筑与水利

引用本文复制引用

孙澔鼎,何浩祥,程扬,曹青..附加阻尼网的斜底式TLD减震控制理论与试验研究[J].建筑结构学报,2024,45(4):72-85,14.

基金项目

国家自然科学基金项目(52378469). (52378469)

建筑结构学报

OA北大核心CSTPCD

1000-6869

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