Dynamic assessment of a cable-stayed footbridge under earthquake sequence using a concrete damage plasticity model (CDP)

Rafał Ciura, Izabela Drygała, Joanna M. Dulinska, Z. Dimitrovová, N. Maia
2018 MATEC Web of Conferences  
In this paper, the investigation of the dynamic response of a cable-stayed footbridge with steel reinforced concrete deck to foreshocks, a mainshock and an aftershock seismic sequence is delivered. For the aim of the study the finite element (FE) model was prepared with the ABAQUS/Standard software program. The representative seismic events with three components were taken into account in the numerical simulation. For the evaluation of seismic-induced damages in reinforced concrete deck of the
more » ... ncrete deck of the footbridge, the concrete damage plasticity (CDP) model was applied.
doi:10.1051/matecconf/201821109002 fatcat:4fxk5wrlanasnpyv3yyupjwx3y