Abstract: Arch bridges are increasingly used for high-speed railway (HSR) bridges because of their superior structural properties and ability to span extensive distances. However, their seismic behavior under near-fault pulse-like ...

Abstract: In the analysis of a train–bridge coupled system, fuzzy uncertainty is a factor that must be considered in the prediction of coupled vibration response, but it has not been considered so far. In this work, the concept of ...

Abstract: This paper proposes damage index–based limit-state criteria for seismic design of midrise cold-formed steel (CFS) buildings instead of the drift-based ones, and the Park-Ang damage model was used to calculate the damage ...