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Application of spline element and state - space approach to dynamic analysis / Xiao-pu Shen in Journal of engineering mechanics, Vol. 138 N° 1 (Janvier 2012) 

Public ISBD [article]  in Journal of engineering mechanics > Vol. 138 N° 1 (Janvier 2012) . - pp.22-29 Titre : Application of spline element and state - space approach to dynamic analysis Type de document : texte imprimé Auteurs : Xiao-pu Shen, Auteur ; Jay Shen, Auteur Année de publication : 2012 Article en page(s) : pp.22-29 Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : Spline  element  State-space  approach  Dynamic  analysis Résumé : Application of spline element and state-space approach in analyzing dynamic response of rectangular plates is presented in this paper. The proposed method is on the basis of state-space theory of control systems and spline element interpolation procedure to take advantage of both the time domain and the space domain analysis methods. A state-space recursive scheme is developed for analyzing the dynamic response, such as displacement and internal forces in the structure. The application of the proposed method is demonstrated by two numerical examples. ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29EM.1943-7889.0000297 [article] Application of spline element and state - space approach to dynamic analysis [texte imprimé] / Xiao-pu Shen, Auteur ; Jay Shen, Auteur . - 2012 . - pp.22-29. Mécanique appliquée Langues : Anglais (eng) in Journal of engineering mechanics > Vol. 138 N° 1 (Janvier 2012) . - pp.22-29 Mots-clés : Spline  element  State-space  approach  Dynamic  analysis Résumé : Application of spline element and state-space approach in analyzing dynamic response of rectangular plates is presented in this paper. The proposed method is on the basis of state-space theory of control systems and spline element interpolation procedure to take advantage of both the time domain and the space domain analysis methods. A state-space recursive scheme is developed for analyzing the dynamic response, such as displacement and internal forces in the structure. The application of the proposed method is demonstrated by two numerical examples. ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29EM.1943-7889.0000297