A. E. Kampitsis
Imperial College London
27 Papers
85 Citations
A. E. Kampitsis is an academic researcher from Imperial College London. The author has contributed to research in topics: Boundary element method & Boundary value problem. The author has an hindex of 8, co-authored 23 publications. Previous affiliations of A. E. Kampitsis include National Technical University & National Technical University of Athens.
Chat about Author
Papers
Seismic soil–pile–structure kinematic and inertial interaction—A new beam approach
TL;DR: In this paper, the accuracy of an advanced beam model for the soil-pile-structure kinematic and inertial interaction is investigated and the results of the proposed model are compared with those obtained from a Beam-FE solution as well as from a rigorous fully three-dimensional (3-D) continuum FE scheme.
69
Soil–pile interaction considering structural yielding: Numerical modeling and experimental validation
TL;DR: In this paper, a beam formulation for inelastic analysis of pile-foundation systems is validated against a series of Laboratory Pushover tests on vertical single piles embedded in dry sand under different load paths to failure in MQ space.
39
An integrated FEA-CFD simulation of offshore wind turbines with vibration control systems
TL;DR: In this article , a novel passive vibration absorption configuration is proposed, namely the Extended KDamper (EKD), which can increase its vibration absorption capability by introducing negative stiffness elements, instead of increasing the additional mass at the top of the towers.
38
Nonlinear dynamic analysis of Timoshenko beam-columns partially supported on tensionless Winkler foundation
TL;DR: In this paper, a boundary element method is developed for the nonlinear dynamic analysis of beam-columns of arbitrary doubly symmetric simply or multiply connected constant cross section, partially supported on tensionless Winkler foundation, undergoing moderate large deflections under general boundary conditions, taking into account the effects of shear deformation and rotary inertia.
37