Optimum connecting dampers to reduce the seismic responses of parallel structures

Journal of Sound and Vibration

Volumn 330, Issue 9, 2011, Pages 1931-1949

  Zhu, H P ^a   Ge, D D ^a,b   Huang, X ^a  

^a HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^b BEIJING INSTITUTE OF ARCHITECTURAL DESIGN   (China)

Author keywords

[No Author keywords available]

Indexed keywords

ADJACENT STRUCTURES; CIRCULAR FREQUENCY; COUPLED STRUCTURES; EARTHQUAKE RECORDS; EXPLICIT FORMULA; GROUND MOTION MODEL; KELVIN MODEL; MAXWELL MODELS; NUMERICAL EXAMPLE; NUMERICAL RESULTS; OPTIMAL PARAMETER; OPTIMIZATION CRITERIA; PARALLEL STRUCTURES; PARAMETRIC STUDY; PODIUM STRUCTURE; PRIMARY STRUCTURES; THEORETICAL APPROACH; THEORETICAL STUDY; THREE DIMENSIONAL FINITE ELEMENT MODEL; TOTAL MASS; TOWER STRUCTURES; VIBRATION ENERGIES; VISCO-ELASTIC; VISCOUS FLUIDS;

EARTHQUAKE RESISTANCE; OPTIMIZATION; SEISMIC RESPONSE; THREE DIMENSIONAL; TOWERS;

FINITE ELEMENT METHOD;

EID: 79951576839     PISSN: 0022460X     EISSN: 10958568     Source Type: Journal    
DOI: 10.1016/j.jsv.2010.11.016     Document Type: Article

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