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带TMD减振装置的高耸设备模型风洞试验

董子瑜 丁振宇 陈冰冰 高增梁

压力容器2016,Vol.33Issue(5):9-14,25,7.
压力容器2016,Vol.33Issue(5):9-14,25,7.DOI:10.3969/j.issn.1001-4837.2016.05.002

带TMD减振装置的高耸设备模型风洞试验

Wind Tunnel Test of the High-rise Structure Model with Tuned Mass Damper(TMD)Vibration-absorbing Device

董子瑜 1丁振宇 2陈冰冰 1高增梁2

作者信息

  • 1. 浙江工业大学化工机械设计研究所,浙江杭州 310032
  • 2. 过程装备及其再制造教育部工程研究中心,浙江杭州 310032
  • 折叠

摘要

Abstract

High-rise structures such as towers and chimneys are easy to resonate under wind-induced vi-bration,leading to equipment damage.A kind of shrinkage ratio test model for the high-rise structures with vibration damping device using wire rope was designed and tested in a wind tunnel for studying the per-formance of vibration reduction.The test models with and without the tuned mass damper(TMD)device were studied.The test results show that under the condition of wind tunnel the vibration damping perform-ance of the TMD device with wire rope is very good,and the vibration amplitude reduction can reach 60%in the resonance wind speed region of the main system.In addition,finite element method is adopted to simulate the whole test process.The equivalent stiffness and equivalent damping is used to stand for the nonlinear characterization of wire rope,and the numerical simulation results are quite close to the test re-sults.As a result,the numerical method can be used in the engineering vibration analysis of high-rise equipment.

关键词

高耸设备/试验模型/风洞试验/有限元/钢丝绳隔振器

Key words

high-rise structures/test model/wind tunnel test/the finite element analysis/wire rope isolator

分类

机械制造

引用本文复制引用

董子瑜,丁振宇,陈冰冰,高增梁..带TMD减振装置的高耸设备模型风洞试验[J].压力容器,2016,33(5):9-14,25,7.

压力容器

OACSTPCD

1001-4837

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