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 …

In this study, two predictive models for seismic slope displacements are developed based on
an equivalent-linear fully coupled sliding mass model and 3,714 ground-motion recordings …

This study presents new developments for the performance-based assessment of
seismically-induced slope displacements (D). Performance-based procedures enable a …

The current state of practice in the seismic assessment of dams relies on
pseudoprobabilistic approaches in which the estimation of ground‐motion intensity …

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 …

In this article, we study the seismic response of a shallow metro tunnel in a subduction zone
environment and the use of a performance-based approach to develop seismic demand …

In assessing the seismic performance of geotechnical systems, engineers often use
analytical models to estimate the amount of seismically-induced displacements. These …

Seismically induced slope displacements (D) are often used as a performance index in the
seismic design of slope systems. Although previous studies have developed predictive …

Probabilistic based dynamic analysis of soil and concrete structures under earthquake
ground motions provides an effective tool for considering uncertainties in soil parameters …

Performance-based probabilistic approaches (PBPAs) for estimating seismically-induced
slope displacements (D) provide hazard-consistent estimates through the evaluation of D …