Numerical simulation on seismic pounding damage in a simply-supported steel bridge [PDF]
Steel bridges are generally considered to perform well during seismic activity. Nevertheless, they still suffered much unexpected seismic damage in the Kumamoto earthquake, especially seismic pounding damage.
Fan Shi +3 more
doaj +2 more sources
A theoretical calculation method of seismic shear key pounding based on continuum model [PDF]
The evolution of shear key design for bridges is accompanied by research on structural earthquake resistance. However, the vast majority of pounding forces, responses, and corresponding data for the study and design of shear keys have been based on ...
Chen Shutong +3 more
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This study aims to evaluate five different methodologies reported in the literature for developing fragility curves to assess the seismic performance of RC structures subjected to structural pounding.
Maria Favvata
exaly +3 more sources
Numerical Analysis of Seismic Pounding between Adjacent Buildings Accounting for SSI
The structural pounding caused by an earthquake may damage structures and lead to their collapse. This study is focused on the pounding between two adjacent asymmetric structures with different dynamic properties resting on the surface of an elastic half-
Mehmet Eren Uz +2 more
exaly +3 more sources
Evaluation of Near-Field Earthquake-Induced Pounding in Building with Friction Pendulum Bearing Considering Seismic Gap of 360 Standard [PDF]
In this paper, the effect of seismic pounding of adjacent structures on buildings isolated by double (DFPB) and triple friction pendulum bearings (TFPB) is investigated.
Ayoub Shakouri +2 more
doaj +1 more source
Seismic Fragility Functions for Non-Seismically Designed RC Structures Considering Pounding Effects
The proposed study develops fragility functions for non-seismically designed reinforced concrete structures considering different pounding configurations.
Hossameldeen Mohamed, Xavier Romão
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Performance of base-isolated moment resisting steel frames subjected to pounding effects under near-field earthquake ground motions [PDF]
Despite conservative requirements of existing building code regarding clear seismic gap distance of base-isolated (BI) structures to surrounding moat walls, seismic performance of these structures is still ambiguous under severe earthquake ground motions
Mona Ghalehnoy, Mostafa Masoudi
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Influence of Lower Lateral Bracing on the Seismic Pounding Damage to Slab-On-Girder Steel Bridges
During strong seismic events, seismic-induced pounding has been observed to cause damage to bridges. Previous studies on seismic-induced bridge pounding responses have generally focused on reinforced concrete bridges.
Fan Shi +3 more
doaj +1 more source
Structural pounding between adjoining multistory buildings with different total heights and different story levels has been repeatedly identified as a frequent cause of severe damage during seismic excitations.
Grigorios E. Manoukas +1 more
doaj +1 more source
Assessment of seismic vulnerability of RC frames at the end-of-row of buildings with floor-to-floor alignment using multi-strips analysis MSA [PDF]
During earthquakes’ excitation, adjacent buildings start vibrating out of phase (in different directions) leading to collisions with each other causing severe damage in a phenomenon known as structural pounding.
Hossameldeen Mohamed, Ghada Elyamany
doaj +1 more source

