Earthquake-induced structural pounding in bridge structures has been observed in several
previous seismic events. Collisions occur at the expansion joints provided between adjacent …

To elucidate the effect of canyon topography on dynamic response of a bridge, an analytical
model for a simply supported bridge crossing a symmetric or non‐symmetric V‐shaped …

Previous earthquakes have highlighted the seismic vulnerability of bridges due to excessive
movements at expansion joints. This movement could lead to the catastrophic unseating …

This paper addresses the damage to buildings and bridges resulting from relative
movements between adjacent structures observed by the authors from building inspections …

This paper proposes using a tuned inerter damper (TID) system to mitigate the potential
pounding and unseating damages between the adjacent bridge structures under severe …

This paper presents a theoretical nonstationary stochastic analysis scheme using pseudo-
excitation method (PEM) for seismic analysis of long-span structures under tridirectional …

It is commonly understood that earthquake ground excitations at multiple supports of large
dimensional structures are not the same. These ground motion spatial variations may …

KDamper has been applied to control the seismic responses of bridge structures very
recently. However, previous studies considered its performance under uniform ground …

This paper presents a probability-based method, based on the design required separation
length, to evaluate the likelihood beyond the required separation length of pounding of …

This paper uses the probabilistic seismic assessment to study the effects of pounding and
irregularity on the seismic behavior of typical concrete box-girder bridges with four levels of …