SUMMARY Concrete‐filled‐steel‐tube (CFST) columns have been widely adopted for
column construction of tall buildings due to its superior strength and ductility performance …

Structural impact between adjacent buildings may induce local and, in some extreme cases,
severe damage, especially in the case of seismically isolated buildings. This study …

Seismic Fragility curves of asymmetric steel structures isolated with Triple Concave Friction
Pendulum (TCFP) bearings are studied in this paper. To consider the record-to-record …

In this article, effects of ductility level and connection type on seismic responses of fixed-
base and base-isolated buildings with steel moment-resisting frames are evaluated using …

This study is devoted to investigate the effects of mass eccentricity on seismic responses of
base-isolated structures subjected to near-field ground motions. Superstructures with 3, 6 …

In this paper, attempts are made to investigate the responses of torsionally coupling base-
isolated structure supported on Triple Concave Friction pendulum bearing (TFP) subjected …

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 reliability of structures isolated with Triple Concave Friction Pendulum (TCFP) bearings
subjected to near-field earthquakes is investigated. An extensive study is conducted to …

The effects of vertical component of earthquakes on torsional amplification due to mass
eccentricity in seismic responses of base-isolated structures subjected to near-field ground …

In this paper, the effects of mass eccentricity of superstructure as well as stiffness eccentricity
of isolators on the amplification of seismic responses of base-isolated structures are …