Now showing items 1-3 of 3

    • openAccess   Ballast shear effects on the dynamic response of railway bridges 

      Chordà Monsonís, Josep; Romero Ordóñez, Antonio; Moliner, Emma; Galvín, Pedro; Martínez-Rodrigo, María D. Elsevier (2022-10-09)
      Single-track railway bridges are susceptible of experiencing high levels of vertical acceleration on the deck that may be dangerously accentuated at resonance. This is especially critical for short-to-medium span simply ...
    • openAccess   Dynamic load allowance of long-span modular steel bridges 

      Chordà Monsonís, Josep; Moliner, Emma; Galvín, Pedro; Martínez-Rodrigo, María D.; Zacchei, Enrico; Tadeu, Antonio; Ferraz, I.; Romero Ordóñez, Antonio Elsevier (2023-02-22)
      Modular steel bridges are structures whose construction is based on regular prefabricated truss units. This presents several advantages, such as rapid and easy deployment, high adaptability to the terrain and reduced ...
    • openAccess   On the vertical coupling effect of ballasted tracks in multi–span simply–supported railway bridges under operating conditions 

      Moliner, Emma; Martínez-Rodrigo, María D.; Galvín, Pedro; Chordà Monsonís, Josep; Romero Ordóñez, Antonio Routledge (2022)
      This contribution investigates the vertical coupling exerted by ballasted tracks on the vertical response of bridges composed either of (i) several successive simply-supported spans with weak coupling between them due to ...