Cumulative absolute velocity prediction for earthquake early warning with deep learning
Y Wang, Q Zhao, K Qian, Z Wang… - Computer‐Aided Civil …, 2024 - Wiley Online Library
A rapid and accurate estimate of earthquake damage is a key component in a successful
earthquake early warning (EEW) system. The cumulative absolute velocity (CAV) is an …
earthquake early warning (EEW) system. The cumulative absolute velocity (CAV) is an …
Empirical ground-motion models (GMMs) and associated correlations for cumulative absolute velocity, Arias intensity, and significant durations calibrated on Iranian …
M Davatgari-Tafreshi, SS Bora - Bulletin of Earthquake Engineering, 2023 - Springer
This study presents empirical ground-motion models (GMMs) for estimating Arias intensity
(IA), cumulative absolute velocity (CAV) and significant ground-motion duration (D5–75 and …
(IA), cumulative absolute velocity (CAV) and significant ground-motion duration (D5–75 and …
Machine learning-based models for estimating seismically-induced slope displacements in subduction earthquake zones
The assessment of the seismic performance of slope systems often relies on estimating the
amount of seismically-induced slope displacements (D) using semi-empirical D models …
amount of seismically-induced slope displacements (D) using semi-empirical D models …
New conditional, scenario-based, and non-conditional cumulative absolute velocity models for subduction tectonic settings
The PEER NGA-Sub ground-motion intensity measure database is used to develop new
conditional ground-motion models (CGMMs), a set of scenario-based models, and non …
conditional ground-motion models (CGMMs), a set of scenario-based models, and non …
[PDF][PDF] Post-liquefaction free-field ground settlement case histories
Liquefaction-induced ground settlement is a complex process resulting from the combined
effects of particle sedimentation and soil reconsolidation due to post-shaking dissipation of …
effects of particle sedimentation and soil reconsolidation due to post-shaking dissipation of …
Performance-based probabilistic assessment of liquefaction-induced building settlements
The current state of practice in the estimation of liquefaction-induced building settlements
(LIBS) relies on pseudoprobabilistic approaches in which the estimation of ground motion …
(LIBS) relies on pseudoprobabilistic approaches in which the estimation of ground motion …
On the interpretation of conditional ground‐motion models
Recently, a number of conditional ground‐motion models (CGMMs) have been developed
for intensity measures (IMs) other than pseudospectral acceleration (PSA) values that are …
for intensity measures (IMs) other than pseudospectral acceleration (PSA) values that are …
Ground‐Motion Intensity Measure Correlations on Interface and Intraslab Subduction Zone Earthquakes Using the NGA‐Sub Database
The NGA‐Sub (subduction zone earthquake) database developed by the Pacific Earthquake
Engineering Research center is used to derive new correlation coefficients for a number of …
Engineering Research center is used to derive new correlation coefficients for a number of …
Dynamic effective stress analysis of a centreline tailings dam under subduction earthquakes
J Macedo, P Torres, L Vergaray… - Proceedings of the …, 2022 - icevirtuallibrary.com
A case study was conducted to evaluate the seismic performance of a centreline tailings
dam in the South American Andes through dynamic effective stress analyses with advanced …
dam in the South American Andes through dynamic effective stress analyses with advanced …
New conditional, scenario-based, and traditional peak ground velocity models for interface and intraslab subduction zone earthquakes
The Pacific Earthquake Engineering Research (PEER) Center next-generation attenuation
relationships for subduction zone earthquakes (NGA-Sub) ground motion database is used …
relationships for subduction zone earthquakes (NGA-Sub) ground motion database is used …