In this paper a procedure for analysing the seismic response of seabed anch
ored floating tunnels is presented. The first step of the research was the
development of an 'ad hoc' finite element for modelling the behaviour of an
chor elements, with particular reference to the problem of transverse oscil
lations under time varying axial loads. The element was subsequently insert
ed in a step-by-step procedure for the numerical analysis of non-linear res
ponse to multiple-support seismic input; the procedure encompasses simplifi
ed modelling of fluid-structure and soil-structure interaction effects. An
example of an application is given concerning two 4680 m long floating tunn
els with different seabed profiles. Copyright (C) 2000 John Wiley & Sons, L
td.