Abstract The Sendai Framework for Disaster Risk Reduction 2015–2030 (SFDRR) highlights
the importance of scientific research, supporting the 'availability and application of science …

The multiple uncertainties of soil properties and ground motions significantly affect the
seismic response of high concrete face rockfill dams (CFRDs). Three types of randomness …

The study analyzes the influence of double concave friction pendulum (DCFP) isolator
properties on the seismic performance of isolated multispan continuous deck bridges. The …

The expanding infrastructural projects together with the prior historical records of significant
earthquakes including the deadliest 2005 Kashmir earthquake in the Himalayan region …

This research deals with the seismic reliability of non‐linear base‐isolated structures
equipped with Lateral Impact Resilient Double Concave Friction Pendulum (LIR‐DCFP) …

The aim of this work is to evaluate the influence of the pier–abutment–deck interaction on
the seismic response of bridges isolated by single concave sliding pendulum isolators …

In recent years, inerter vibration absorbers (IVAs), such as the tuned mass damper inerter
(TMDI), attracted much attention in the literature for reducing seismic displacement demands …

The capabilities of data-driven models based on machine learning (ML) algorithms in
offering accurate predictions of structural responses efficiently have been demonstrated in …

Residual displacement exists in the traditional friction pendulum bearings (FPB) under the
action of earthquakes, which makes them fail to self-reset. In view of this, a new type of FPB …

Conventional base isolation has been commonly used to protect structures against
destructive earthquakes. However, base-isolated structures can be vulnerable to ground …