Abstract

This paper is an extension of the random amplitude-based improved Hilbert spectral representation method (IHSRM) that the authors developed previously for the simulation of spatially correlated earthquake ground motions (SCEGMs) possessing the nonstationary characteristics of the natural earthquake record. In fact, depending on the fundamental types (random phase method and random amplitude method) and matrix decomposition methods (Cholesky decomposition, root decomposition, and eigendecomposition), the IHSRM possesses various types. To evaluate the influence of different types of this method on the statistic errors, i.e., bias errors and stochastic errors, an error assessment for this method was conducted. First, the random phase-based IHSRM was derived, and its reliability was proven by theoretical deduction. Unified formulas were given for random phase- and random amplitude-based IHSRMs, respectively. Then, the closed-form solutions of statistic errors of simulated seismic motions were derived. The validness of the proposed closed-form solutions was proven by comparing the closed-form solutions with estimated values. At last, the stochastic errors of covariance (i.e., variance and cross-covariance) for different types of IHSRMs were compared, and the results showed that (1) the proposed IHSRM is not ergodic; (2) the random amplitude-based IHSRMs possessed higher stochastic errors of covariance than the random phase-based IHSRMs; and (3) the value of the stochastic error of covariance for the random phase-based IHSRM is dependent on the matrix decomposition method, while that for the random amplitude-based one is not.

Highlights

  • Guest Editor: Zhimin Zhang is paper is an extension of the random amplitude-based improved Hilbert spectral representation method (IHSRM) that the authors developed previously for the simulation of spatially correlated earthquake ground motions (SCEGMs) possessing the nonstationary characteristics of the natural earthquake record

  • Unified formulas were given for random phaseand random amplitude-based IHSRMs, respectively. en, the closed-form solutions of statistic errors of simulated seismic motions were derived. e validness of the proposed closed-form solutions was proven by comparing the closed-form solutions with estimated values

  • The stochastic errors of covariance for different types of IHSRMs were compared, and the results showed that (1) the proposed IHSRM is not ergodic; (2) the random amplitude-based IHSRMs possessed higher stochastic errors of covariance than the random phase-based IHSRMs; and (3) the value of the stochastic error of covariance for the random phase-based IHSRM is dependent on the matrix decomposition method, while that for the random amplitude-based one is not

Read more

Summary

Introduction

Guest Editor: Zhimin Zhang is paper is an extension of the random amplitude-based improved Hilbert spectral representation method (IHSRM) that the authors developed previously for the simulation of spatially correlated earthquake ground motions (SCEGMs) possessing the nonstationary characteristics of the natural earthquake record. Gao et al [14] compared the bias errors and the stochastic errors of the random process simulated by the random amplitude-based SRM with those by the random phase-based SRM. In accordance with the Hilbert spectral representation model proposed by Wen and Gu [18] and the Hilbert–Huang transform (HHT) [19], the authors had developed a random amplitude-based IHSRM [20] to simulate SCEGMs having natural nonstationary characteristics. En, considering the fundamental types (random phase method and random amplitude method) and different matrix decomposition methods (Cholesky decomposition, root decomposition, and eigendecomposition) that may be used in the IHSRM, an error assessment was conducted to evaluate the temporal statistic errors of the IHSRM-simulated process. Two types of statistical errors were prescribed, and the closed-form solutions of statistical errors of seismic motions simulated by different types of IHSRMs were derived. At last but not the least important, the optimal form of IHSRM was found

Discussion
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call