Listar por autor "Rentzeperis, I. K."
Mostrando ítems 1-3 de 3
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Effect of Cracking on the Response of Pile Test under Horizontal Loading
Comodromos, E. M.; Papadopoulou, M. C.; Rentzeperis, I. K. (2009)Capacity-based design of structures limits the soil-structure interaction mechanism to the determination of the bearing capacity of a pile group. However, in many cases the criterion for the design of piles to resist lateral ... -
Pile foundation analysis and design using experimental data and 3-D numerical analysis
Comodromos, E. M.; Papadopoulou, M. C.; Rentzeperis, I. K. (2009)Capacity based design of pile foundations limits the soil-structure interaction mechanism to group bearing capacity estimation, neglecting, in most cases, the contribution of the raft. on the other hand, a straightforward, ... -
Response of pile groups in clays under lateral loading based on 3-D numerical experiments
Comodromos, E. M.; Papadopoulou, M. C.; Rentzeperis, I. K. (2010)The response of laterally loaded pile foundations may be significantly important in the design of structures for such loads. Although simplified numerical methods are reliable for evaluating the response of a single pile ...