|Table of Contents|

Dynamic Analysis on Pool-type Tuned Mass Damper(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2007年04期
Page:
1-6
Research Field:
Publishing date:
2007-12-20

Info

Title:
Dynamic Analysis on Pool-type Tuned Mass Damper
Author(s):
ZHOU Fu-lin12 HUANG Dong-yang1 TAN Ping2
1. Graduate School in Shenzhen, Harbin Institute of Technology, Shenzhen 518055, Guangdong, China; 2. Key Laboratory of Earthquake Engineering and Applied Technique of Guangdong Province, Guangzhou University, Guangzhou 510405, Guangdong, China
Keywords:
TMD TLD pool-type TMD vibration control phase difference
PACS:
TU311.3
DOI:
-
Abstract:
Presented a pool-type tuned mass damper(TMD), in which the synthetical effects of both tuned liquid damper(TLD)and TMD were considered simultaneously. The equations of motion of the structure with a pool-type TMD, TMD or TLD were formulated. An indoor swimming pool was taken as an example to investigate the control performance of this new pool-type TMD. The control effectivenesses of the pool-type TMD system with various pool-lengths along vibration direction were also computed and compared with that of the corresponding TMD, TLD system under wind or earthquake excitations respectively. The suggestions for designing a pool-type TMD were provided through phase difference analyses. The results show that the optimally designed pool-type TMD can achieve a performance level which is close to that of an ordinary TMD, while both TMDs far outperform TLD. Compared with ordinary TMD, the pool-type TMD has more economical and practical values.

References:

[1] TANAKA H,MAK C Y.Effect of Tuned Mass Dampers on Wind Induced Response of Tall Buildings[J].Journal of Wind Engineering and Industrial Aerodynamics,1983,14(1):357-368.
[2]KAWAGUCHI A,TERAMURA A,OMOTE Y.Time History Response of a Tall Building with a Tuned Mass Damper Under Wind Force[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,43(3):1 949-1 960.
[3]ZHOU F L,YU G H,LI X Z,et al.Research,Application and Development of Seismic Response Damping Control System for Structure[J].Steel Construction,1993,8(1):3-10.
[4]ZHOU F L.New System of Seismic Control for Building Structure[J].Journal of Natural Disasters,1995,4(S1):234-246.
[5]RUDINGER F.Tuned Mass Damper with Fractional Derivative Damping[J].Engineering Structures,2006,28(13):1 774-1 779.
[6]ZHOU F L.Seismic Control of Structures[M].Beijing:Seismological Press,1997.
[7]ZHOU F L,TAN P,XIAN Q L,et al.Research and Application of Seismic Isolation[J].Journal of Architecture and Civil Engineering,2006,23(2):1-8.
[8]SOONG T T,DARGUSH G F.Passive Energy Dissipation System in Structural Engineering[M].New York:John Wiley & Sons,1997.
[9]WANG Z M.Vibration Control for High-rise Structures[M].Shanghai:Tongji University Press,1997.
[10]ZHAO D,MA R J,WANG W Q,et al.Extended Turned Mass Damper(ETMD)and Its Application in the Vibration Control of Offshore Platforms[J].Journal of Xi'an Shiyou University:Natural Science Edition,2006,21(2):57-61.
[11]HOUSNER G W.Dynamic Pressure on Accelerated Fluid Containers[J].Bulletin of the Seismological of America,1957,41(1):15-35.
[12]QU W L.Design of Vibration Control for the High-rise and Towering Structures Under Wind Load[M].Wuhan:Wuhan Technical University of Surveying and Mapping Press,1991.
[13]HAROUN M A,PIRES J A,WON A Y J.Active Orifice Control in Hybrid Liquid Column Dampers[C]//HOUSNER G W.Proceedings of 1st World Conference on Structural Control.Los Angeles:John Wiley & Sons,1994:69-78.

Memo

Memo:
-
Last Update: 2007-12-20