收稿日期: 2010-12-14
修回日期: 2011-03-15
网络出版日期: 2011-05-06
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
Received date: 2010-12-14
Revised date: 2011-03-15
Online published: 2011-05-06
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)
李鹏飞 袁泉 郭猛 姚谦峰 . 普通强度钢耗能器滞回性能的试验研究[J]. 华南理工大学学报(自然科学版), 2011 , 39(6) : 148 -154 . DOI: 10.3969/j.issn.1000-565X.2011.06.026
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.
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