Particle swarm optimization of TMD by non-stationary base excitation during earthquake

Earthquake Engineering and Structural Dynamics

Volumn 37, Issue 9, 2008, Pages 1223-1246

  Leung, Andrew Y T ^a   Zhang, Haijun ^a   Cheng, C C ^a   Lee, Y Y ^a  

^a CITY UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Damped system; Mean square response; Non stationary excitation; Numerical integration; Optimum parameters; PSO; Runge Kutta; TMD

Indexed keywords

DAMPING; EVOLUTIONARY ALGORITHMS; FREQUENCY RESPONSE; MODELS; OPTIMIZATION; PARAMETER ESTIMATION; STRUCTURES (BUILT OBJECTS); TECHNOLOGY; TUNING;

BASE EXCITATION; DAMPED SYSTEM; GROUND ACCELERATIONS; MASS RATIOS; MEAN SQUARE; MEAN SQUARE RESPONSE; NON-STATIONARY; NON-STATIONARY EXCITATION; NUMERICAL EXAMPLES; NUMERICAL INTEGRATION; OPTIMIZATION TECHNIQUES; OPTIMUM PARAMETERS; PARTICLE SWARM OPTIMIZATION ALGORITHMS; PARTICLE SWARM OPTIMIZATIONS; PRACTICAL ENGINEERING; PSO; RUNGE-KUTTA; SINGLE DEGREE-OF-FREEDOM; STATIONARY PROCESSES; TMD; TMD SYSTEMS; TUNED MASS DAMPER; TUNING FREQUENCIES;

PARTICLE SWARM OPTIMIZATION (PSO);

ALGORITHM; DAMPING; DISPLACEMENT; EARTHQUAKE ENGINEERING; GROUND MOVEMENT; OPTIMIZATION;

EID: 48449085427     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.811     Document Type: Article

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