Table 3 Statistical characteristics of random parameters.

From: Global sensitivity analysis of structural seismic demand based on information entropy

Random parameters

Units

Symbol

Distributions

Means

Variation coefficients

Structural damping ratio

 

ζ

Normal

0.05

0.239

Modulus of elasticity of section steel

MPa

Ess

Normal

228,559

0.033

Yield strength of section steel

MPa

fys

Normal

396

0.078