Abstract

SummaryStochastic ground motion models produce synthetic time‐histories by modulating a white noise sequence through functions that address spectral and temporal properties of the excitation. The resultant ground motions can be then used in simulation‐based seismic risk assessment applications. This is established by relating the parameters of the aforementioned functions to earthquake and site characteristics through predictive relationships. An important concern related to the use of these models is the fact that through current approaches in selecting these predictive relationships, compatibility to the seismic hazard is not guaranteed. This work offers a computationally efficient framework for the modification of stochastic ground motion models to match target intensity measures (IMs) for a specific site and structure of interest. This is set as an optimization problem with a dual objective. The first objective minimizes the discrepancy between the target IMs and the predictions established through the stochastic ground motion model for a chosen earthquake scenario. The second objective constraints the deviation from the model characteristics suggested by existing predictive relationships, guaranteeing that the resultant ground motions not only match the target IMs but are also compatible with regional trends. A framework leveraging kriging surrogate modeling is formulated for performing the resultant multi‐objective optimization, and different computational aspects related to this optimization are discussed in detail. The illustrative implementation shows that the proposed framework can provide ground motions with high compatibility to target IMs with small only deviation from existing predictive relationships and discusses approaches for selecting a final compromise between these two competing objectives.

Highlights

  • The growing interest in performance‐based earthquake engineering[1,2] and in simulation‐based, seismic risk assessment approaches[3,4] has increased in the past decades the relevance of ground motion modeling techniques

  • The current study addresses this critical shortcoming and looks at the modification of stochastic ground motion models for specific seismicity scenarios with a dual goal of (i) matching a target intensity measures (IMs) for a specific structure while (ii) preserving desired trends and correlations in the physical characteristics of the resultant ground acceleration time series

  • The second objective is to establish the smallest deviation from the model characteristics suggested by existing predictive relationships

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Summary

RESEARCH ARTICLE

Modification of stochastic ground motion models for matching target intensity measures. The resultant ground motions can be used in simulation‐based seismic risk assessment applications This is established by relating the parameters of the aforementioned functions to earthquake and site characteristics through predictive relationships. This work offers a computationally efficient framework for the modification of stochastic ground motion models to match target intensity measures (IMs) for a specific site and structure of interest. This is set as an optimization problem with a dual objective. The second objective constraints the deviation from the model characteristics suggested by existing predictive relationships, guaranteeing that the resultant ground motions match the target IMs but are compatible with regional trends. KEYWORDS hazard‐compatible tuning, kriging surrogate modeling, seismic risk, stochastic ground motion model

| INTRODUCTION
| CONCLUSIONS
DETAILS FOR STOCHASTIC GROUND MOTION MODEL CONSIDERED IN THE STUDY
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