Les Inscriptions à la Bibliothèque sont ouvertes en
ligne via le site: https://biblio.enp.edu.dz
Les Réinscriptions se font à :
• La Bibliothèque Annexe pour les étudiants en
2ème Année CPST
• La Bibliothèque Centrale pour les étudiants en Spécialités
A partir de cette page vous pouvez :
Retourner au premier écran avec les recherches... |
Détail de l'auteur
Auteur Ah Lum Hong
Documents disponibles écrits par cet auteur
Affiner la rechercheWind analysis of a suspension bridge / Ah Lum Hong in Journal of structural engineering, Vol. 137 N° 1 (Janvier 2011)
[article]
in Journal of structural engineering > Vol. 137 N° 1 (Janvier 2011) . - pp. 133-142
Titre : Wind analysis of a suspension bridge : identification and finite-element model simulation Type de document : texte imprimé Auteurs : Ah Lum Hong, Auteur ; Filippo Ubertini, Auteur ; Betti, Raimondo, Auteur Année de publication : 2011 Article en page(s) : pp. 133-142 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Bridge Dynamic tests System identification Model updating Wind response simulation Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : A framework for numerically predicting the wind-excited response of suspension bridges with a certain level of confidence is established by means of output only system identification, model updating, wind-response simulation, and input-output comparison. A real case study represented by the identification and analysis of a newly built suspension bridge is considered. In system identification, the estimates of the modal parameters of the structure are provided with uncertainty bounds that take into account variations in identified modal features arising from different selections of the main parameters in the implementation of the identification technique. Based on the identified modal parameters, a finite-element model of the bridge is updated via an optimization technique. The updated model is then employed for numerically predicting the wind-excited structural response. Comparison with recorded data allows to check the accuracy of the model’s predictions as well as to indicate possible strategies for refining the monitoring system and the model itself.
DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v137/i1/p133_s1?isAuthorized=no [article] Wind analysis of a suspension bridge : identification and finite-element model simulation [texte imprimé] / Ah Lum Hong, Auteur ; Filippo Ubertini, Auteur ; Betti, Raimondo, Auteur . - 2011 . - pp. 133-142.
Génie Civil
Langues : Anglais (eng)
in Journal of structural engineering > Vol. 137 N° 1 (Janvier 2011) . - pp. 133-142
Mots-clés : Bridge Dynamic tests System identification Model updating Wind response simulation Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : A framework for numerically predicting the wind-excited response of suspension bridges with a certain level of confidence is established by means of output only system identification, model updating, wind-response simulation, and input-output comparison. A real case study represented by the identification and analysis of a newly built suspension bridge is considered. In system identification, the estimates of the modal parameters of the structure are provided with uncertainty bounds that take into account variations in identified modal features arising from different selections of the main parameters in the implementation of the identification technique. Based on the identified modal parameters, a finite-element model of the bridge is updated via an optimization technique. The updated model is then employed for numerically predicting the wind-excited structural response. Comparison with recorded data allows to check the accuracy of the model’s predictions as well as to indicate possible strategies for refining the monitoring system and the model itself.
DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v137/i1/p133_s1?isAuthorized=no