Structural pounding has been observed in many previous earthquakes due to insufficient
gap commonly provided between adjacent structures. The collisions usually generate large …

The effect of the soil type on buildings experiencing pounding during earthquakes is
investigated in this study using the incremental dynamic analysis and fragility assessment …

Seismic pounding has taken place in several earthquake events since adjacent structures
that lack adequate separation distance usually suffer from repetitive, severe collisions …

Earthquake-induced pounding was experienced in many previous earthquakes and it was
found to be a critical issue. This study investigates the effect of pounding between buildings …

The aim of this study is to investigate the effect of the soil type on buildings experiencing
floor-to-column pounding during earthquakes. Five buildings with 4-storeys, 6-storeys, and 7 …

The aim of this study is to extensively investigate the effect of the soil type on the response of
colliding structures based on shaking table experimental tests. Two single-storey models of …

The best approach to avoid collisions between adjacent structures during earthquakes is to
provide sufficient spacing between them. However, the existing formulas for calculating the …

The aim of this paper is to investigate the effect of the seismic gap on the dynamic response
of buildings experiencing earthquake-induced pounding. Three buildings have been …

This paper investigates the effect of the soil type on the torsional response of buildings
experiencing torsional pounding due to earthquake excitations. Six buildings (one 4-storey …

This study aims to propose new approaches based on building height that do not require
lateral displacement calculations to predict the separation gap distances between adjacent …