Correlation coefficients for structures with viscoelastic dampers

Engineering Structures

Volumn 28, Issue 8, 2006, Pages 1197-1208

  Palmeri, Alessandro ^a  

^a UNIVERSITY OF MESSINA   (Italy)

Author keywords

Complete quadratic combination (CQC) rule; Correlation coefficients; Modal analysis; Modal strain energy (MSE) method; Random vibration; Viscoelastic dampers

Indexed keywords

COMPUTER SIMULATION; CORRELATION METHODS; EARTHQUAKE RESISTANCE; LAGRANGE MULTIPLIERS; LINEAR SYSTEMS; MODAL ANALYSIS; MONTE CARLO METHODS; TIME DOMAIN ANALYSIS; VIBRATIONS (MECHANICAL); VISCOELASTICITY;

COMPLETE QUADRATIC COMBINATION (CQC) RULE; CORRELATION COEFFICIENTS; RANDOM VIBRATION; VISCOELASTIC DAMPERS;

SEISMOLOGY;

COMPUTER SIMULATION; CORRELATION METHODS; EARTHQUAKE RESISTANCE; LAGRANGE MULTIPLIERS; LINEAR SYSTEMS; MODAL ANALYSIS; MONTE CARLO METHODS; SEISMOLOGY; TIME DOMAIN ANALYSIS; VIBRATIONS (MECHANICAL); VISCOELASTICITY;

CORRELATION; DAMPING; GROUND MOTION; MONTE CARLO ANALYSIS; SEISMIC RESPONSE; STRUCTURAL ANALYSIS; VIBRATION; VISCOELASTICITY;

EID: 33645910879     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.12.015     Document Type: Article

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