Global Rigidity: The Effect of Coning

被引:0
|
作者
R. Connelly
W. J. Whiteley
机构
[1] Cornell University,Department of Mathematics
[2] York University,Department of Mathematics and Statistics
来源
Discrete & Computational Geometry | 2010年 / 43卷
关键词
Infinitesimal rigidity; Global rigidity; Self-stress; Coning; Projective geometry; Spherical geometry;
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摘要
Recent results have confirmed that the global rigidity of bar-and-joint frameworks on a graph G is a generic property in Euclidean spaces of all dimensions. Although it is not known if there is a deterministic algorithm that runs in polynomial time and space, to decide if a graph is generically globally rigid, there is an algorithm (Gortler et al. in Characterizing generic global rigidity, arXiv:0710.0907v1, 2007) running in polynomial time and space that will decide with no false positives and only has false negatives with low probability. When there is a framework that is infinitesimally rigid with a stress matrix of maximal rank, we describe it as a certificate which guarantees that the graph is generically globally rigid, although this framework, itself, may not be globally rigid. We present a set of examples which clarify a number of aspects of global rigidity.
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页码:717 / 735
页数:18
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