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Effect of abutment excitation on bridge pounding
Bridge damage due to pounding at joints of girders and abutments has been observed in many major earthquakes. One reason that this pounding phenomenon is so common is due to the differences between the dynamic characteristics of a girder and the ...
Nawawi Chouw, Hong Hao, Kaiming Bi
exaly +3 more sources
Some of the next articles are maybe not open access.
Probability analysis of seismic pounding of adjacent buildings
Earthquake Engineering and Structural Dynamics, 2001Jeng-Hsiang Lin
exaly
Experimental research on adjacent pounding effect of midspan curved bridge with longitudinal slope
Engineering Structures, 2019Wei-bing Xu, Yanjiang Chen
exaly
Numerical simulation of pounding damage to bridge structures under spatially varying ground motions
Engineering Structures, 2013Hong Hao, Kaiming Bi
exaly
Asynchronous vibration was generated between the main bridge and approach spans or abutments due to differences in stiffness and mass during an earthquake, thus further leading to pounding at the bilateral beam ends.
Ruijie Zhang +4 more
doaj +2 more sources
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
Influence of structural parameters on the vertical pounding between girder and pier in unequal-span girder bridges under near-fault vertical ground motions [PDF]
This study investigates the vertical pounding response of unequal-span girder bridges, focusing on the effects of rubber bearing stiffness, span ratio, and pier height.
Lin Zhang, Wei Zhang
doaj +2 more sources

