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

This study proposes seismic reliability-based design relationships in terms of behavior
factors and displacement demands for softening and hardening structures equipped with …

The underlying concept of base isolation is the uncoupling of the horizontal building
movement from ground motions using a flexible isolation layer made with either elastomeric …

This study investigates the effect of displacement restraint on the collapse performance of
seismically isolated buildings. The displacement restraints considered are stiffening triple …

The aim of this study is to investigate the performance of isolated structures by considering
the possibility of impact under severe earthquakes. In the design of isolated structures, the …

This paper investigates the collapse risk of seismically isolated buildings that are designed
by the procedures of the ASCE/SEI 7‐16 standard for sites within 5 km of the active fault that …

Under high magnitude ground motions, excessive base displacement can generate internal
lateral impacts between inner sliders and restraining rims of frictional isolators. This study …

While base isolation provides enhanced structural and non-structural seismic performance,
there are still concerns regarding large horizontal displacements in extreme earthquakes …

Friction pendulum bearings have attracted significant attention as a system to achieve
multiple performance objectives under increased levels of earthquakes. Despite the …

A vertical isolation device with variable stiffness (VIVS) is developed using multiple hydraulic
cylinders, which can form a three dimensional (3D) isolation device with a horizontal rubber …