2014
DOI: 10.12989/sss.2014.13.2.281
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Active mass driver control system for suppressing wind-induced vibration of the Canton Tower

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Cited by 50 publications
(12 citation statements)
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“…The tuned mass damper (TMD) is an effective way for the vibration control of structures and has been fully developed since Frahm [10] proposed the first tuned mass damper in his patent in 1911. Since then, many adaptive, semi-active and active methods for improving the performance of the TMD have been developed [11][12][13] and realized in practical engineering projects [14][15][16]. The dampers are adapted in conventional TMDs, and the energy absorbed by a TMD system is converted to heat and dissipated in the damper.…”
Section: Introductionmentioning
confidence: 99%
“…The tuned mass damper (TMD) is an effective way for the vibration control of structures and has been fully developed since Frahm [10] proposed the first tuned mass damper in his patent in 1911. Since then, many adaptive, semi-active and active methods for improving the performance of the TMD have been developed [11][12][13] and realized in practical engineering projects [14][15][16]. The dampers are adapted in conventional TMDs, and the energy absorbed by a TMD system is converted to heat and dissipated in the damper.…”
Section: Introductionmentioning
confidence: 99%
“…Furthermore, active and semiactive control technologies received quick development due to the advancement of electronic technologies over the past 2 decades. Active and semiactive control technologies have superior effectiveness and wider spectral bandwidth . Therefore, they gradually play an irreplaceable role in solving some unique vibration control problems.…”
Section: Introductionmentioning
confidence: 99%
“…Based on many practical applications and studies, the observation result shows that traditional vibration control devices such as the tuned mass damper (TMD) [4][5][6][7][8][9][10][11], tuned liquid damper (TLD) [12,13], particle damper (PD) [14], pounding tuned mass damper (PTMD) [15][16][17], and frictional tuned mass damper [18,19], are reliable and efficient for civil engineering structures. Active Mass Dampers (AMD) [20][21][22][23][24][25][26][27] have been widely studied in civil engineering for their superior effectiveness and larger spectral bandwidth [28][29][30][31][32]. There are many kinds of active [33][34][35][36] and semi-active [37] control devices for structural vibration control.…”
Section: Introductionmentioning
confidence: 99%