Add to ORKGBridge infrastructure is an integral component of the transportation network with significant strategic value and is expected to remain functional in the damaged area immediately after a strong earthquake. However, previous experiences have shown that keeping the bridges operational after a strong earthquake is very challenging. This study investigates the damages resulting from pounding and unseating at bridge superstructure and residual deformation of bridge substructure subjected to earthquake loading, and the possible mitigation methods
[[abstract]]Under strong ground excitations, highway bridge structures may experience severe nonline...
This paper reports a damage survey and seismic analysis of a bridge. In the first part, the damage s...
[[abstract]]This paper presents a case study on the sliding of bridge decks and pounding at abutment...
Pounding and unseating damages to bridge superstructures have been commonly observed in many previou...
The study addresses the influence of bumpers as reduction measures at the bridge decks. The consider...
The study addresses the influence of bumpers as reduction measures at the bridge decks. The consider...
Contemporary bridge codes recommend adjusting the fundamental frequencies of adjacent segments close...
Pounding and unseating damages to bridge decks have been observed in almost all the previous major e...
During the last strong earthquakes, the impact between closely adjacent structures was reported as o...
Previous earthquakes have highlighted the seismic vulnerability of bridges due to excessive movement...
Previous studies of pounding responses of adjacent bridge structures under seismic excitation were u...
Previous studies of pounding responses of bridge structures to seismic loadings are usually based on...
Unseating damages of bridge decks have been observed in many previous major earthquakes due to large...
Seismic induced pounding damage to bridge structures was repeatedly observed in many previous major ...
While modern overpass bridges are safe against collapse, their functionality will likely be compromi...
[[abstract]]Under strong ground excitations, highway bridge structures may experience severe nonline...
This paper reports a damage survey and seismic analysis of a bridge. In the first part, the damage s...
[[abstract]]This paper presents a case study on the sliding of bridge decks and pounding at abutment...
Pounding and unseating damages to bridge superstructures have been commonly observed in many previou...
The study addresses the influence of bumpers as reduction measures at the bridge decks. The consider...
The study addresses the influence of bumpers as reduction measures at the bridge decks. The consider...
Contemporary bridge codes recommend adjusting the fundamental frequencies of adjacent segments close...
Pounding and unseating damages to bridge decks have been observed in almost all the previous major e...
During the last strong earthquakes, the impact between closely adjacent structures was reported as o...
Previous earthquakes have highlighted the seismic vulnerability of bridges due to excessive movement...
Previous studies of pounding responses of adjacent bridge structures under seismic excitation were u...
Previous studies of pounding responses of bridge structures to seismic loadings are usually based on...
Unseating damages of bridge decks have been observed in many previous major earthquakes due to large...
Seismic induced pounding damage to bridge structures was repeatedly observed in many previous major ...
While modern overpass bridges are safe against collapse, their functionality will likely be compromi...
[[abstract]]Under strong ground excitations, highway bridge structures may experience severe nonline...
This paper reports a damage survey and seismic analysis of a bridge. In the first part, the damage s...
[[abstract]]This paper presents a case study on the sliding of bridge decks and pounding at abutment...