Results 1 to 10 of about 9,793 (249)

Effect of abutment excitation on bridge pounding

open access: yesEngineering Structures, 2013
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, 2001
Jeng-Hsiang Lin
exaly  

Experimental and analytical study on pounding reduction of base-isolated highway bridges using MR dampers

Earthquake Engineering and Structural Dynamics, 2009
Hui Li, Ou Jinping, Anxin Guo
exaly  

Earthquake Response Spectra Analysis of Bridges considering Pounding at Bilateral Beam Ends Based on an Improved Precise Pounding Algorithm

open access: yesShock and Vibration, 2021
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]

open access: yesHeliyon, 2023
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]

open access: yesScientific Reports
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

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