Title of article :
A semi-analytic method to estimate the response spectrum of the synthetic acceleration records with evolutionary spectrum
Author/Authors :
Waezi, Z Department of Civil Engineering - Engineering School - Shahed University - Tehran, Iran , Raoof, M.A Department of Civil Engineering - Sharif University of Technology - Tehran, Iran
Abstract :
In this paper, we introduce a semi-analytic procedure for deriving the response
spectrum of the synthetic acceleration records generated using the Double-Frequency
Model (DFM). DFM is a filtered white noise method for fully non-stationarity synthetic
acceleration records. The proposed semi-analytic procedure is based on the theory of the
first passage problem, which precludes time and computationally extensive methods such
as Monte Carlo simulations. Assuming a slowly-varying envelope and evolutionary transfer
functions, the procedure of estimating the elastic response of a structure is implemented in
both time and frequency domains. Comparing the results of our model with previous models
and approximations, we concluded that for a set of 10000 realizations of the DFM model,
the semi-analytic model produces an error of less than 10% for 92% of the realizations. The
accuracy of estimations is higher in the short-period compared to the long-period ranges
of the response spectrum. Comparing the accuracy of approximations used to arrive at
peak factors, results show that Michaelov approximation executed in the frequency domain
yields the best results compared to Poisson or Vanmarcke procedures.
Keywords :
Priestley's evolutionary process , First passage problem , Synthetic ground motion , Double-Frequency Model (DFM) , power spectral density
Journal title :
Scientia Iranica(Transactions A: Civil Engineering)