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Dynamic behavior of a multi-lane skewed highway bridge under moving loads / Yala, Abbes 

Public ISBD Titre : Dynamic behavior of a multi-lane skewed highway bridge under moving loads Type de document : texte imprimé Auteurs : Yala, Abbes, Auteur ; Mohammadi, Jamshid, Directeur de thèse Editeur : Illinois Institute of Technology Année de publication : 1986 Importance : 62 f. Présentation : ill. Format : 27 cm. Note générale : Mémoire de Master : Génie Civil : Chicago, Illinois Institute of Technology : 1986 Bibliogr. f. 63 - 64 Langues : Anglais (eng) Mots-clés : Bridge Static  analysis Dynamic  analysis Index. décimale : Ms01586 Résumé : In the present study, a short skew bridge under moving loads is studied. The goal is to evaluate the impact factor for different members of the bridge when the bridge is under the application of typical design moving loads. Chapiter II gives a detailed review of literature on the subject of bridge dynamic analysis and on the progress made on the devlopment of the different dynamic allowance factor formulas. Chapiter III discusses in detail the bridge considered for the curent investigation. The finite element analysis of the bridge components, the static and dynamic idealizations of the traffic load are explained in chapter IV and V, respectively. In chapter VI, results of the static and dynamic analysis and a discussion comparing results of the present study versus those of the AASHTO CODE IS GIVEN. Conclusion and recomendations for further studies are given in chapiter VII. Dynamic behavior of a multi-lane skewed highway bridge under moving loads [texte imprimé] / Yala, Abbes, Auteur ; Mohammadi, Jamshid, Directeur de thèse . - IIT Center-- Chicago, 60616, U.S.A. : Illinois Institute of Technology, 1986 . - 62 f. : ill. ; 27 cm. Mémoire de Master : Génie Civil : Chicago, Illinois Institute of Technology : 1986 Bibliogr. f. 63 - 64 Langues : Anglais (eng) Mots-clés : Bridge Static  analysis Dynamic  analysis Index. décimale : Ms01586 Résumé : In the present study, a short skew bridge under moving loads is studied. The goal is to evaluate the impact factor for different members of the bridge when the bridge is under the application of typical design moving loads. Chapiter II gives a detailed review of literature on the subject of bridge dynamic analysis and on the progress made on the devlopment of the different dynamic allowance factor formulas. Chapiter III discusses in detail the bridge considered for the curent investigation. The finite element analysis of the bridge components, the static and dynamic idealizations of the traffic load are explained in chapter IV and V, respectively. In chapter VI, results of the static and dynamic analysis and a discussion comparing results of the present study versus those of the AASHTO CODE IS GIVEN. Conclusion and recomendations for further studies are given in chapiter VII.

Exemplaires

Code-barres	Cote	Support	Localisation	Section	Disponibilité	Spécialité	Etat_Exemplaire
Ms01586	Ms01586	Papier	Bibliothèque centrale	Mémoire de Master	Disponible

Documents numériques

ABBES.Yala.pdf URL