In this study the dynamic response of autonomous mainly dissipative multi D
.O.F. systems under step loading is re-examined. Based on the geometrical p
oint of view of the theory of non-linear dynamical systems and the rapidly
developing theory of attractors, the investigation focuses on limit point l
ike systems, with snapping as their salient feature. It is found that dynam
ic buckling (through a saddle or its neighborhood), although leading to a l
arge amplitude motion, may be associated with a point attractor response on
the prebuckling fixed point, depending on the amount of damping considered
in close conjunction with the motion channel geometry and the total potent
ial characteristics of all (stable and complementary) equilibria. For such
systems, only a straightforward fully non-linear dynamic analysis can provi
de valid information on the global dynamic stability, since the shape of th
e total potential hypersurface may become very complicated, rendering energ
y aspects practically not applicable. A 2-D.O.F. model, simulating an asymm
etric suspended roof is comprehensively analyzed to capture the above findi
ngs, and a parametric investigation is carried out, revealing a variety of
new dynamic response types and leading to a more accurate insight of the st
ability of motion in the large. (C) 1999 Elsevier Science Ltd. All rights r
eserved.