Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration

Engineering Structures

Volumn 28, Issue 4, 2006, Pages 472-494

  Li, Chunxiang ^a   Qu, Weilian ^b  

^a SHANGHAI UNIVERSITY   (China)

^b WUHAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Asymmetric structures; Damping; Frequency response curves; Ground acceleration; Multiple tuned mass dampers (MTMD); Normalized eccentricity ratio (NER); Torsional to translational frequency ratio (TTFR); Vibration control

Indexed keywords

COMPUTER SIMULATION; DAMPING; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; EQUATIONS OF MOTION; ESTIMATION; MATRIX ALGEBRA; STIFFNESS; STRUCTURES (BUILT OBJECTS); VIBRATION CONTROL;

ASYMMETRIC STRUCTURES; FREQUENCY RESPONSE CURVES; GROUND ACCELERATION; MULTIPLE TUNED MASS DAMPERS (MTMD); NORMALIZED ECCENTRICITY RATIO (NER); TORSIONAL TO TRANSLATIONAL FREQUENCY RATIO (TTFR); TWO-DEGREE-OF-FREEDOM (2DOF) STRUCTURE;

STRUCTURAL ANALYSIS;

DAMPING; EARTHQUAKE ENGINEERING; GROUND MOTION; STRUCTURAL RESPONSE;

EID: 30344442820     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.09.003     Document Type: Article

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