A "mega-earthquake" is one with an intensity larger than the most severe earthquake intensity category currently considered in design codes. For a "mega-earthqu
Although the step degree of nonlinearity has been introduced to conduct basic analysis and error propagation analysis for the pseudodynamic testing of nonlinear
This paper deals with the effect of layer height randomness on the seismic response of a layered soil. These parameters are assumed to be lognormal random varia