Stochastic Ground Motion Model with Time-varying Intensity, Frequency and Bandwidth Characteristics
نویسندگان
چکیده
A recently developed nonstationary stochastic model of strong earthquake ground motion is described. The model employs filtering of a white-noise process, where nonstationarity is achieved by modulating the intensity and varying the filter parameters in time. The model is fitted to a target accelerogram by matching a set of statistical measures that characterize the evolution of the intensity, predominant frequency and bandwidth of the record. For performance-based earthquake engineering (PBEE) analysis, the model parameters are identified for a dataset of strong ground motion records, where each accelerogram is treated as a target ground motion with known earthquake and site characteristics. Statistical data analysis is then performed on the identified model parameters to investigate relations that will help predict the model parameters for a given set of earthquake and site characteristics. Preliminary results from this analysis, including fitted distributions of the model parameters, are the focus of this paper. Once these relations are fully developed, simulation algorithms will be used to generate an ensemble of artificial ground motion records for a given set of earthquake and site characteristics. Such simulated motions can be used in place of actually recorded accelerograms in PBEE analysis, thus avoiding the difficult and often questionable tasks of selecting and scaling ground motions recorded at different sites for a single project site.
منابع مشابه
Influences of temporal evolution of ground motion frequency content on developed dynamic ratcheting in SDOF systems
Dynamic Ratcheting (DR) is a nonlinear dynamic phenomenon occurring in hysteretic damping systems. It means the structural plastic deformation increases asymmetrically in successive cycles under an earthquake excitation. Although it is generally recognized that DR is closely related to the frequency contents of an earthquake excitation applied to thestructure, no targeted analysis has bee...
متن کاملStochastic Finite Fault Modeling for the 16 September 1978 Tabas, Iran, Earthquake
The main objective of this study is estimating acceleration time history of 16 September 1978 Tabas earthquake incorporating the seismological/geological source-path and site model parameters by using finite-fault simulation approach. The method generalizes the stochastic ground-motion simulation technique, developed for point sources, to the case of finite faults. It subdivides the fault plane...
متن کاملUncertainty in fundamental natural frequency estimation for alluvial deposits
Seismic waves are filtered as they pass through soil layers, from bedrock to surface. Frequencies and amplitudes of the response wave are affected due to this filtration effect and this will result in different ground motion characteristics. Therefore, it is important to consider the impact of the soil properties on the evaluation of earthquake ground motions for the design of structures. Soil ...
متن کاملESTIMATING THE STRONG-MOTION OF THE DECEMBER 26, 2003 BAM (IRAN), EARTHQUAKE USING STOCHASTIC TECHNIQUES
Abstract : The main objective of this study is estimating the strong motion for the Bam region using the stochastically based seismological models. The two widely used synthetic techniques namely point-source and finite-fault were utilized incorporating the source-path and site parameters into simple function. The decay factor kappa was estimated based on the data obtained from recorded stron...
متن کاملNonstationary ARMA modeling of seismic motions
Discrete time-varying autoregressive moving average (ARMA) models are used to describe realistic earthquake ground motion time histories. Both amplitude and frequency nonstationarities are incorporated in the model. An iterative Kalman filtering scheme is introduced to identify the time-varying parameters of an ARMA model from an actual earthquake record. Several model verification tests are pe...
متن کامل