Reproducing ground response using in‐situ soil dynamic parameters

In this study, we extracted the in‐situ soil dynamic parameters that contains shear wave velocity, shear modulus degradation curve and damping ratio from seismic data recorded at the Delaney Park Digital Array (DPDA) during the 2018 Mw 7.0 Anchorage earthquake. Based on these parameters, a one‐dimen...

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Veröffentlicht in:	Earthquake engineering & structural dynamics 2022-08, Vol.51 (10), p.2449-2465
Hauptverfasser:	Miao, Yu, He, Hongjun, Liu, Huabei, Wang, Suyang
Format:	Artikel
Sprache:	eng
Schlagworte:	Coefficients Correlation coefficient Correlation coefficients Damping Damping ratio Degradation Earthquake dampers Earthquakes Finite element method Mathematical models Modelling Nonlinear response P-waves Parameters Response analysis S waves Seismic activity Seismic data seismic interferometry Seismic propagation Seismic velocities Seismic wave propagation Seismic waves Seismological data Shear modulus Shear strain Shear wave velocities Simulation site effects Soil soil damping ratios Soil dynamics Soils Velocity Velocity distribution Velocity profiles vertical seismic array Wave propagation Wave velocity
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