Effects of TLCD with maneuverable flaps on vibration control of a SDOF structure

被引:7
作者
Behbahani, Hamid Pesaran [1 ]
bin Adnan, Azlan [1 ]
Vafaei, Mohammadreza [2 ]
Pheng, Ong Peng [1 ]
Shad, Hossein [1 ]
机构
[1] Univ Teknol Malaysia, Engn Seismol & Earthquake Engn Res E SEER, Fac Civil Engn, Johor Baharu 81310, Malaysia
[2] Univ Teknol Malaysia, Ctr Forens Engn, Fac Civil Engn, Johor Baharu 81310, Malaysia
关键词
Vibration mitigation; Tuned liquid column dampers; Maneuverable flaps; Damping ratio; Structural control; Harmonic excitation; LIQUID COLUMN DAMPERS; PERFORMANCE; DESIGN; MOTION; MITIGATION; BUILDINGS; ABSORBER;
D O I
10.1007/s11012-016-0473-4
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Tuned liquid column damper (TLCD) is a class of auxiliary damping device which is used to dissipate vibrational energy of structures when excited by dynamic loading. Damping control of TLCDs is an important parameter to achieve the maximum benefit of TLCDs when attached to the structure. Herein, a new method of controlling damping is proposed by installing maneuverable flaps into TLCD (TLCD + MF). The damping value of the TLCD is controlled by the closing angle of the flaps. This method is simple in concept, more applicable in construction, and it is an effort to make the TLCD more controllable, (i.e. semi-active). Dynamic characteristics of such TLCD + MF system are investigated in this study. It is observed that by increasing the closing angle, the damping ratio of the TLCD + MF system increases. In addition, it is found that the mistuning of frequency becomes ignorable below the closing angle of 50A degrees. The efficiency of the TLCD + MF in reducing response of structures under harmonic excitation is also studied. It is shown that existence of the flaps improves the performance of combined structure and the TLCD + MF system in terms of damping ratio and structural responses. The TLCD + MF system with the closing angle of 50A degrees reduces the acceleration and displacement responses about 20 % more than conventional TLCDs.
引用
收藏
页码:1247 / 1256
页数:10
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