Limited research on the pounding of adjacent isolated buildings (floor-to-floor pounding)
and conflicting results about the effect of ductility on pounding severity highlight the need for …

In this research, the superstructure behavior in isolated structures has been studied based
on their ductility. For this purpose, three tall structures isolated by triple friction pendulum …

A reliable estimation of maximum displacement demands of seismically isolated inelastic
superstructures is crucial for assessment of base-isolated buildings under beyond-design …

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 …

The re-centering capability after the seismic excitation is one of the fundamental properties
of a seismic isolation system. This study examines the effects of superstructure properties on …

Load transmission from one element to another is achieved using steel connections, making
them an integral part of any structural design. This article examines the differences between …

This study aims to validate the ASCE7–16 code, which investigates the effects of near-field
earthquakes, Soil-Structure Interaction (SSI), and connection types on the seismic …

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

Recent earthquakes have enforced the engineering community to design seismically more
efficient buildings through the energy dissipation systems. For this purpose, this paper …

In this study, the effects of the spectral acceleration at the superstructure first‐mode period
on the isolator displacement are investigated for far‐field ground motions. For this purpose …