| 注册
首页|期刊导航|建筑结构学报|高阻尼黏弹性橡胶连梁阻尼器力学性能试验研究

高阻尼黏弹性橡胶连梁阻尼器力学性能试验研究

王玉璋 潘鹏 邓开来 高田友和 何飞

建筑结构学报2017,Vol.38Issue(3):158-163,6.
建筑结构学报2017,Vol.38Issue(3):158-163,6.DOI:10.14006/j.jzjgxb.2017.03.018

高阻尼黏弹性橡胶连梁阻尼器力学性能试验研究

Experimental study on high-damping viscoelastic rubber coupling beam damper

王玉璋 1潘鹏 2邓开来 3高田友和 4何飞4

作者信息

  • 1. 清华大学土木工程系,北京100084
  • 2. 清华大学土木工程安全与耐久教育部重点实验室,北京100084
  • 3. 西南交通大学桥梁工程系,四川成都610031
  • 4. 日本住友理工株式会社,爱知县小牧市4858550
  • 折叠

摘要

Abstract

Viscoelastic rubber dampers provide both elasticity and viscidity,as well as satisfactory energy dissipation capacity,which could increase the stiffness and damping of the structures.In this study,tests on the high-damping viscoelastic rubber coupling beam damper were carried out,focusing on the basic mechanical properties of the damper,including the low and high cycle fatigue performance of the viscoelastic rubber damper.Major conclusions obtained from this study are as follows:the high-damping viscoelastic rubber coupling beam damper presents the satisfactory energy dissipation capacity;the storage stiffness,loss stiffness and loss coefficient are obviously affected by the loading amplitude,while the influence of loading frequency is rather negligible;the equivalent damping coefficient presented inversely-proportional relationship with loading amplitude and frequency.The mechanical properties of the damper exhibits notable degradation when subjected to low cycle and high cycle fatigue tests.

关键词

高阻尼/黏弹性橡胶/连梁阻尼器/疲劳试验/力学性能

Key words

high damping/viscoelastic rubber/coupling beam damper/fatigue test/mechanical behavior

分类

建筑与水利

引用本文复制引用

王玉璋,潘鹏,邓开来,高田友和,何飞..高阻尼黏弹性橡胶连梁阻尼器力学性能试验研究[J].建筑结构学报,2017,38(3):158-163,6.

基金项目

国家自然科学基金项目(51422809,51578314),北京市科技计划课题(Z161100001216015). (51422809,51578314)

建筑结构学报

OA北大核心CSCDCSTPCD

1000-6869

访问量0
|
下载量0
段落导航相关论文