The hydraulic behavior of a pin-hole drain is investigated using the numerical method, and the applicability of the pin-hole method is evaluated by performing a numerical parametric study for various design parameters
In this paper, the monitoring system installed in the new footbridge over the Mondego River in Coimbra is described.
In this work a case study is presented were the results of advanced structural analysis methods were applied in the assessment of an existing post-tensioned box-girder bridge.
The lateral resistance of steel-concrete composite drilled shafts was evaluated quantitatively based on the numerical analysis.
The numerical analysis techniques allowed the study of pile group effect not only in terms of spacing and numbers, but also considering the effect of piles distribution geometry, non uniform pile length, structure-soil interaction and ability to simulate the heterogeneous soil within the pile group or piled raft.