Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Elastic Plates with Weakly Incoherent Response
Abstract A two-dimensional dynamic theory is formulated for transversely isotropic plates whose material-symmetry axis slightly deviates from the normal to the plate cross section (this type of transverse isotropy is said to be weakly incoherent). The model is based on a representation of the admissible motions capable of capturing obliqueness in response. Some solutions in the form of progressive waves are studied and some incoherency tests via wave propagation are proposed.
Elastic Plates with Weakly Incoherent Response
Abstract A two-dimensional dynamic theory is formulated for transversely isotropic plates whose material-symmetry axis slightly deviates from the normal to the plate cross section (this type of transverse isotropy is said to be weakly incoherent). The model is based on a representation of the admissible motions capable of capturing obliqueness in response. Some solutions in the form of progressive waves are studied and some incoherency tests via wave propagation are proposed.
Elastic Plates with Weakly Incoherent Response
Lancioni, G. (Autor:in)
01.01.2005
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
UB Braunschweig | 1969
|Response Spectrum Method for Incoherent Support Motions
British Library Conference Proceedings | 1992
|Response of Structures to Incoherent Seismic Ground Motions
British Library Conference Proceedings | 1994
|Circular Plates on Elastic Foundations Modelled with Annular Plates
British Library Conference Proceedings | 1998
|Dynamic Response of Plates on Elastic Foundation to Moving Loads
Online Contents | 2002
|