Seismic response analysis of curved bridge under

HIGHLIGHTS

  • who: Near-Fault et al. from the Nanjing University, Nanjing, China have published the Article: Seismic Response Analysis of Curved Bridge under, in the Journal: (JOURNAL)
  • what: The study showed that the structural response is significantly affected by the spatial change in near-fault ground motions and should be taken seriously. The aim of this paper is to study the seismic performance of continuous curved bridges in excitations of near-fault and FF ground motions by analyzing the dynamic characteristics, mid-span displacement, pier displacement, beam end displacement, and bearing deformation; the results can provide . . .

     

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