Semiactive tuned mass damper for floor vibration control

被引:61
作者
Setareh, Mehdi [1 ]
Ritchey, John K.
Murray, Thomas M.
Koo, Jeong-Hoi
Ahmadian, Mehdi
机构
[1] Virginia Polytech Inst & State Univ, Sch Architecture & Design, Blacksburg, VA 24061 USA
[2] Miyamoto Int Inc, Santa Ana, CA 92705 USA
[3] Virginia Polytech Inst & State Univ, Dept Civil & Environm Engn, Blacksburg, VA 24061 USA
[4] Miami Univ, Dept Mech & Mfg Engn, Oxford, OH 45056 USA
[5] Virginia Polytech Inst & State Univ, Adv Vehicle Dynam Lab, Dept Mech Engn, Blacksburg, VA 24061 USA
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2007年 / 133卷 / 02期
关键词
structural control; vibration; damping; serviceability; structural analysis; experimental data; floors;
D O I
10.1061/(ASCE)0733-9445(2007)133:2(242)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A semiactive magnetorheological device is used in a pendulum tuned mass damper (PTMD) system to control the excessive vibrations of building floors. This device is called semiactive pendulum tuned mass damper (SAPTMD). Analytical and experimental studies are conducted to compare the performance of the SAPTMD with its equivalent passive counterpart. An equivalent single degree of freedom model for the SAPTMD is developed to derive the equations of motion of the coupled SAPTMD-floor system. A numerical integration technique is used to compute the floor dynamic response, and the optimal design parameters of the SAPTMD are found using an optimization algorithm. Effects of off-tuning due to the variations of the floor mass on the performance of the PTMD and SAPTMD are studied both analytically and experimentally. From this study it can be concluded that for the control laws considered here an optimum SAPTMD performs similarly to its equivalent PTMD, however, it is superior to the PT]MD when the floor is subjected to off-tuning due to floor mass variations from sources other than human presence. It is also found that for the case of off-tuning due to floor mass variations from the human occupants when the human-structure dynamic interactions are not considered in the analytical modeling, large inconsistencies between the analytical and experimental results can be expected.
引用
收藏
页码:242 / 250
页数:9
相关论文
共 30 条
[1]  
AHMADIAN M, 1989, J COMMERCIAL VEHICLE, V98, P596
[2]  
Allen D. L., 1975, J SOUND VIBRATION, V9, P12
[3]   A SIMPLE ABSORBER FOR WALKING VIBRATIONS [J].
ALLEN, DE ;
PERNICA, G .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1984, 11 (01) :112-117
[4]  
Bachmann H., 1995, VIBRATION PROBLEMS S
[5]  
BAXTER AJ, 2003, P ADV STRUCT STEEL C, V1, P563
[6]  
BELL DH, 1994, P 18 ANN M VIBR I WI, P181
[7]  
Brownjohn J. M., 1999, PROC ASIA PACIFIC VI, P155
[8]  
CHRZAN MJ, 2001, P 8 ANN S SMART STRU
[9]  
HANAGAN LM, 1994, P 1 WORLD C STRUCT C, V3
[10]   SEMI-ACTIVE VERSUS PASSIVE OR ACTIVE TUNED MASS DAMPERS FOR STRUCTURAL CONTROL [J].
HROVAT, D ;
BARAK, P ;
RABINS, M .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1983, 109 (03) :691-705