Research Article

An Efficient Global Optimization Approach for Reliability Maximization of Friction-Tuned Mass Damper-Controlled Structures

Table 1

Statistical information about the random variables.

Random variableProbability distributionMean valueCoefficient of variation (%)

Building frame
Elasticity modulus (steel)Gamma200 GPa5.0
Specific mass (steel)Gamma7500 kg/m35.0
Additional mass per storyGamma44 t5.0
Damping ratioGamma0.0510.0
FTMD
Mass (Case 1)Gamma1.94 t5.0
Mass (Case 2)Gamma4.95 t5.0
StiffnessGamma10.0
Friction force magnitudeGamma10.0
Seismic excitation
Natural frequency of the filterNormal37.3 rad/s20.0
Damping ratio of the filterNormal0.3020.0
PGALog-normal0.500 g20.0