论文信息 - Degree of stability of geodesic domes with independent loading parameters

Degree of stability of geodesic domes with independent loading parameters

Abstract Solution techniques and guidelines for convergence and error controls are presented for static and dynamic stability investigations of imperfection-sensitive reticulated space structures. The structure may be subjected to independent loading parameters and finite disturbances. The state of stability investigations of reticulated space structures is briefly described and reflected by the references cited. The determination of the static stability parameters including the degree of stability of equilibrium, which forms the basis of a sufficient condition of dynamic stability, is illustrated for a geodesic dome model.

Siegfried M. Holzer | Ayodele O. Abatan

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