This paper presents and evaluates a local-global B-spline finite element me
thod for the modal analysis of joined thin shells of revolution, Each shell
component is modelled by a super element. For smooth meridian, local displ
acements of the shell middle surface and their first derivatives are matche
d at the junction. However, for discontinuous shells, the C-1 continuity of
tangential displacements is relaxed and a local to global frame transforma
tion is applied for normal and longitudinal displacements. The super elemen
t formulation in local-global frame reference and the minimum number of deg
rees of freedom (three nodal displacements augmented by the bending rotatio
n at the joints only), provided by the uniform cubic B-spline interpolation
, are the main originalities of the present work. Efficiency and accuracy o
f the proposed technique are evaluated through various well known two-branc
h shell combinations. Results are compared to analytical, experimental and
numerical solutions found in the literature. A very satisfactory behaviour
of the approach was observed. (C) 2000 Elsevier Science Ltd. All rights res
erved.