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 …

This paper evaluates seismic responses of steel concentrically bracing frames isolated by
double friction pendulum bearings with two levels of ductility. The seismic responses of base …

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 …

As urban high‐rise buildings increase, a mega‐sub configuration is proposed by engineers,
which consists of two major structural components, a megastucture as the load‐bearing …

Nonlinear moment‐curvature analysis using stress–strain relationships of the constitutive
materials and take into account the stress path dependence of longitudinal steel was …

The equation of motion of mega‐sub‐isolation system is established. The working
mechanism of the mega‐sub‐isolation system is obtained by systematically investigating its …

With the use of seismic isolation techniques on mega-sub structures, several scholars have
carried out research on them. However, little research has been carried out on mega-sub …

Pulse-type near-fault earthquakes have obvious long-duration pulses, so they can cause
large deformation in a base-isolated system in contrast to non-pulse-type near-fault and far …

The gap provided between adjacent structures in the metropolitan cities is mostly narrow
due to architectural and financial issues. Consequently, structural pounding occurs between …

In this paper, the effectiveness of the fuzzy sliding mode control strategy on three‐
dimensional benchmark building with smart base isolation under seismic excitation has …