Application of a Monte‐Carlo simulation approach for the probabilistic assessment of seismic hazard for geographically distributed portfolio. (28th October 2015)

• Record Type: Journal Article
• Authors: Akkar, Sinan; Cheng, Yin
• Is Part Of: Earthquake engineering and structural dynamics. Volume 45:Number 4(2016)
• Page Start: 525
• Page End: 541
• Publication Date: 2015-10-28
• Subjects: Monte‐Carlo simulations -- Multi‐scale random fields -- Probabilistic Seismic Hazard Assessment -- Near‐fault directivity -- spatial and cross correlation; Structural dynamics -- Periodicals; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1002/eqe.2667
• Languages: English
• ISSNs: 0098-8847

Abstract

Summary: The conventional integral approach is very well established in probabilistic seismic hazard assessment (PSHA). However, Monte‐Carlo (MC) simulations can become an efficient and flexible alternative against conventional PSHA when more complicated factors (e.g. spatial correlation of ground shaking) are involved. This study aims at showing the implementation of MC simulation techniques for computing the annual exceedance rates of dynamic ground‐motion intensity measures (GMIMs) (e.g. peak ground acceleration and spectral acceleration). We use multi‐scale random field technique to incorporate spatial correlation and near‐fault directivity while generating MC simulations to assess the probabilistic seismic hazard of dynamic GMIMs. Our approach is capable of producing conditional hazard curves as well. We show various examples to illustrate the potential use of the proposed procedures in the hazard and risk assessment of geographically distributed structural systems. Copyright © 2015 John Wiley & Sons, Ltd.