Abstract: For further researching on antiseismic ductility of rectangular cross-section and hollow thin-walled piers, pseudo-static test for four specimens of such piers were performed under constant axial load and cyclically reversed ...

Abstract: In order to assess the influence of defect on the bridge and to insure the ordinary function, quantitative analysis for the failure of bridge expansion and contraction device and its evaluation method were presented. Bridge ...

Abstract: Abstract Nonlinear oscillations induced by modal interactions are commonly observed in cable-stayed bridges, which are complex to investigate through numerical simulations. Given this challenge, this paper conducted a ...