Non-Ergodic Site Response in Seismic Hazard Analysis:

作者: Jonathan P. Stewart , Kioumars Afshari , Christine A. Goulet

DOI: 10.1193/081716EQS135M

关键词: Path (graph theory)SeismologyGeologyGround motionErgodic theorySeismic hazardProbabilistic seismic hazard analysis

摘要: Probabilistic seismic hazard analyses are usually performed with semi-empirical ground motion models (GMMs) following the ergodic assumption whereby average source, path, and site effects from glob...

参考文章(57)
Ellen Rathje, Menzer Pehlivan, Robert Gilbert, Adrian Rodriguez-Marek, Incorporating Site Response into Seismic Hazard Assessments for Critical Facilities: A Probabilistic Approach Geotechnical, Geological and Earthquake Engineering. ,vol. 37, pp. 93- 111 ,(2015) , 10.1007/978-3-319-10786-8_4
Chien-Ping Lee, Yi-Ben Tsai, Kuo-Liang Wen, Analysis of nonlinear site response using the LSST downhole accelerometer array data Soil Dynamics and Earthquake Engineering. ,vol. 26, pp. 435- 460 ,(2006) , 10.1016/J.SOILDYN.2005.10.005
L. Al Atik, N. Abrahamson, Nonlinear Site Response Effects on the Standard Deviations of Predicted Ground Motions Bulletin of the Seismological Society of America. ,vol. 100, pp. 1288- 1292 ,(2010) , 10.1785/0120090154
Shrey K. Shahi, Jack W. Baker, NGA-West2 Models for Ground Motion Directionality: Earthquake Spectra. ,vol. 30, pp. 1285- 1300 ,(2014) , 10.1193/040913EQS097M
Jack W. Baker, C. Allin Cornell, Which Spectral Acceleration Are You Using Earthquake Spectra. ,vol. 22, pp. 293- 312 ,(2006) , 10.1193/1.2191540