Torsion in base‐isolated structures using bilinear rubber isolators effected by two horizontal
components of earthquake simultaneously is investigated under various principal …

Torsion in base-isolated structures with inelastic elastomeric isolation systems owing to
earthquakes is studied under various parametric variations using the finite element method …

The effects of torsional coupling, due to isolator parameters, on the seismic response of
base-isolated buildings are presented. The isolated building is modelled as a single-storey …

The torsion in the seismic behaviour of base-isolated structures due to two horizontal
components of ground motion was studied, simultaneously. To this end, the variation in …

The concept of isolated structure is to separate the structure from harmful effects of
earthquakes by introducing bearing. Regarding earthquakes such as the Bam and Kobe …

Extensive studies on the behaviour of base-isolated symmetrical structures have been
carried out everywhere throughout the world. However, limited work has been reported on …

Torsion in base-isolated structures with inelastic elastomeric isolation systems due to
bidirectional lateral ground motion is studied. In a companion paper by the writers, torsional …

In this paper, the rotational behavior of asymmetric base-isolated buildings is compared with
the similar asymmetric fixed-base buildings. A vast range of lead rubber bearings with …

The torsional response of base-isolated structures when eccentricities are set in the isolation
system is presented. Nonlinear dynamic analyses were used to study peak responses for …

This paper examines the effectiveness of a bilinear hysteretic base isolation system in
lowering the shear forces and torques generated in a structure by two‐way, translatory …