华南理工大学学报(自然科学版) ›› 2011, Vol. 39 ›› Issue (6): 148-154.doi: 10.3969/j.issn.1000-565X.2011.06.026

• 土木建筑工程 • 上一篇    下一篇

普通强度钢耗能器滞回性能的试验研究

李鹏飞 袁泉 郭猛 姚谦峰   

  1. 北京交通大学 土木建筑工程学院,北京 100044
  • 收稿日期:2010-12-14 修回日期:2011-03-15 出版日期:2011-06-25 发布日期:2011-05-06
  • 通信作者: 李鹏飞(1981-) ,男,博士生,主要从事新型结构体系及抗震设计理论研究. E-mail:lpf.china@163.com
  • 作者简介:李鹏飞(1981-) ,男,博士生,主要从事新型结构体系及抗震设计理论研究.
  • 基金资助:

    国家自然科学基金资助项目( 50878021, 50908188) ; “十一五”国家科技支撑计划项目( 2006BAJ04A02-05)

Experimental Investigation into Hysteretic Performance of Normal-Strength Steel Dampers

Li Peng-fei  Yuan Quan  Guo Meng  Yao Qian-feng   

  1. School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China
  • Received:2010-12-14 Revised:2011-03-15 Online:2011-06-25 Published:2011-05-06
  • Contact: 李鹏飞(1981-) ,男,博士生,主要从事新型结构体系及抗震设计理论研究. E-mail:lpf.china@163.com
  • About author:李鹏飞(1981-) ,男,博士生,主要从事新型结构体系及抗震设计理论研究.
  • Supported by:

    国家自然科学基金资助项目( 50878021, 50908188) ; “十一五”国家科技支撑计划项目( 2006BAJ04A02-05)

摘要: 基于普通强度钢材的弹塑性滞回耗能特性,设计了3 种由Q235B 钢材加工而成的小型钢耗能器.为了研究其滞回耗能性能,提出合理的构造形式,分别对3 种小型钢耗能器进行了低周往复加载试验,并对其等效刚度、耗能能力、阻尼特性等进行分析.结果表明: 弯曲型钢耗能器塑性变形较大,滞回性能稳定,但初始刚度较小,承载能力低; 剪切型钢耗能器具有较高的初始刚度及屈服力,但由于局部应力集中容易引起平面外屈曲,变形能力较差; 弯剪型钢耗能器既能提高耗能器的侧向刚度,又可避免面外失稳,兼具弯曲型和剪切型钢耗能器的优点,具有良好的工作性能.

关键词: 耗能器, 滞回性能, 普通强度钢, 阻尼比, 等效刚度, 耗能, 减震

Abstract:

In this paper,first,three small dampers made with Q235B steel were designed according to the hysteretic energy dissipation characteristics of normal-strength steel. Then,to investigate the hysteretic energy dissipation ability and obtain a reasonable form of the dampers,low-cyclic loading tests were carried out,and the equivalent stiffness,the energy dissipation capacity and the damping characteristics of the dampers were analyzed. The results
demonstrate that ( 1) the bending-type damper is of large plastic deformation,stable hysteretic performance,low initial stiffness and poor bearing capacity; ( 2) the shearing-type damper is of high initial stiffness and great yield force,but the deformation ability of it is poor due to the out-plane buckling induced by the local stress concentration; and ( 3) the bending-shearing-type damper,which possesses the advantages of both the bending- and the shearing-type dampers,can not only improve the lateral stiffness but also avoid the out-plane instability,so that it is of high working performance.

Key words: damper, hysteretic performance, normal-strength steel, damping ratio, equivalent stiffness, energy dissipation, shock absorption