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 propose seismic reliability‐based relationships between the
strength reduction factors and the displacement ductility demand of nonlinear structural …

This paper proposes a direct-displacement based design (DDBD) procedure, to make base-
isolated building structure with lead-rubber bearing (LRBs) satisfy the performance …

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

This study aims at proposing seismic reliability‐based relationships between the behavior
factors and the displacement demand for nonlinear hardening and softening structures …

This study examines the influence of ground motion characteristics on the optimal friction
properties of single concave sliding bearings employed for the seismic isolation of structural …

This study aims at evaluating the optimal properties of friction pendulum bearings to be
employed for the seismic protection of elastic isolated structural systems under earthquake …

Allowing structures to uplift modifies their seismic response; uplifting works as a mechanical
fuse and limits the forces transmitted to the superstructure. However, engineers are …

Base isolation has been established as the seismic design approach of choice when it
comes to protecting nonstructural contents. However, while this protection technology has …

Although the behavior of friction sliding bearings is well understood, the failure behavior has
not been thoroughly investigated. However, predicting and understanding the failure of …