Experimental verification of seismic vibration control using a semi-active friction tuned mass damper

被引:45
作者
Lin, Ging-Long [1 ]
Lin, Chi-Chang [1 ]
Lu, Lyan-Ywan [2 ]
Ho, Yu-Bo [1 ]
机构
[1] Natl Chung Hsing Univ, Dept Civil Engn, Taichung 40227, Taiwan
[2] Natl Kaohsiung First Univ Sci & Technol, Dept Construct Engn, Kaohsiung 824, Taiwan
关键词
experimental study; seismic control; semi-active control; shaking table test; tuned mass damper (TMD); variable friction; ENERGY-DISSIPATION; BUILDING COMPLEX; OPTIMUM DESIGN; PROTECTION; SYSTEMS; PARAMETERS;
D O I
10.1002/eqe.1162
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A tuned mass damper (TMD) system consists of an added mass with properly functioning spring and damping elements for providing frequency-dependent damping in a primary structure. The advantage of a friction-type TMD, that is, a nonlinear TMD, is its energy dissipation via a friction mechanism. In contrast, the disadvantages of a passive friction TMD (PF-TMD) are its fixed and predetermined slip load and loss of tuning and energy dissipation capabilities when it is in a stick state. A semi-active friction TMD (SAF-TMD) is used to overcome these disadvantages. The SAF-TMD can adjust its slip force in response to structure motion. To verify its feasibility, a prototype SAF-TMD was fabricated and tested dynamically using a shaking table test. A nonsticking friction control law was used to keep the SAF-TMD activated and in a slip state in earthquakes at varying intensities. The shaking table test results demonstrated that: (i) the experimental results are consistent with the theoretical results; (ii) the SAF-TMD is more effective than the PF-TMD given a similar peak TMD stroke; and (iii) the SAF-TMD can also prevent a residual TMD stroke in a PF-TMD system. Copyright (C) 2011 John Wiley & Sons, Ltd.
引用
收藏
页码:813 / 830
页数:18
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