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The Reynolds-averaged Navier-Stokes (RANS) equations are adopted to simulate the wave-induced fluid motion, and Biot's theory for poro-elastic medium is employed to describe the seabed behaviour under wave loading.
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Several design formulae exist to predict the amount of damage to the toe structure under wave loading.
Dynamic seabed response under wave loading is one of key factors for the design and construction of offshore structures.
The pile-soil interaction under wave loads is an extremely complex and difficult issue in engineering.
Most previous investigations for the wave-induced soil response have only considered the quasi-static soil behavior under linear wave loading.
The present study aims to provide more information on the structural behaviour of the Eddystone Lighthouse under the impacts from wave loading, through the utilisation of a 3D finite element model.
Although accurate prediction of the pipe soil interaction behaviour under hydrodynamic loads from waves and currents is of major concern, limited physical testing of pipes subjected to these cyclic loading conditions has occurred.
A bus hoisting platform showed an unexpected behaviour under asymmetric loading.
Parametric study was, then, performed on TPGCWs to study their behaviour under shear loading using HSSs.
A comprehensive experimental and numerical investigation of cylindrical shells under combined loading has been performed which yielded a deeper insight into the real buckling behaviour under combined loading.
This paper presents work on short crack initiation and growth behaviour under random loading conditions.
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