This paper is motivated by the Time Capsule Project (TCP) of the International Society for
Soil Mechanics and Geotechnical Engineering (ISSMGE). The historical developments of …

Shear-induced seismic slope displacement is estimated for earth structures or natural slopes
due to shallow crustal earthquakes along active plate margins. The proposed procedure …

The performance-based seismic assessment and design concept has been applied
successfully to superstructures. To promote the development and extension of performance …

For assessing the seismic stability of slopes, the Newmark sliding displacement is an
essential consideration. This study develops a deep neural network (DNN) prediction model …

Permanent sliding displacement is a parameter that is used widely to evaluate the seismic
performance of earthen slopes, and the inherent variability of soil strength parameters is …

The seismic performance assessment of earth slopes and systems requires an estimate of
the seismically-induced slope displacement (D). Modified Newmark-type analyses are …

The seismic design and assessment of steel moment resisting frames (SMRFs) rely heavily
on drifts. It is unsurprising, therefore, that several simplified methods have been proposed to …

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 …

Engineers often use semiempirical models, which estimate the amount of seismically-
induced slope displacements (D), to evaluate the seismic performance of earth structures …

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