Bibliothèque de l'Ecole Nationale Supérieure des Travaux Publics - Francis Jeanson "BENSTP-FJ"
Auteur Naiwei Lu
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Documents disponibles écrits par cet auteur (1)
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Titre : Multi-scale reliability and serviceability assessment of in-service long-span bridges Type de document : texte imprimé Auteurs : Naiwei Lu ; Mohammed Noori, Auteur Editeur : New York : Momentum Press Année de publication : 2018 Collection : Sustainable structural systems collection, ISSN 2376-5127 Importance : 146 p. Présentation : ill. Format : 23 cm ISBN/ISSN/EAN : 978-1-947083-38-7 Note générale : Bibliogr. Index. Langues : Anglais (eng) Mots-clés : Ponts;Ponts à grande portée;Fiabilité;Charge de trafic;Bridges-Reliability;Long-span bridges;Fatigue damage;Reliability evaluation;Traffic load Résumé : In this book, a multiscale reliability method is presented for the safety assessment of long-span bridges. The multiscale failure condition of stiffness girders is the first-passage criteria for the large-scale model and the fatigue damage criteria for the small-scale model. It is the objective of this book to provide a more in-depth understanding of the vehicle-bridge interaction from the random vibration perspective. Multi-scale reliability and serviceability assessment of in-service long-span bridges [texte imprimé] / Naiwei Lu ; Mohammed Noori, Auteur . - New York : Momentum Press, 2018 . - 146 p. : ill. ; 23 cm. - (Sustainable structural systems collection, ISSN 2376-5127) .
ISBN : 978-1-947083-38-7
Bibliogr. Index.
Langues : Anglais (eng)
Mots-clés : Ponts;Ponts à grande portée;Fiabilité;Charge de trafic;Bridges-Reliability;Long-span bridges;Fatigue damage;Reliability evaluation;Traffic load Résumé : In this book, a multiscale reliability method is presented for the safety assessment of long-span bridges. The multiscale failure condition of stiffness girders is the first-passage criteria for the large-scale model and the fatigue damage criteria for the small-scale model. It is the objective of this book to provide a more in-depth understanding of the vehicle-bridge interaction from the random vibration perspective. Exemplaires(0)
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