Transversal load distribution on bridge decks
Data(s) |
1974
|
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Resumo |
An orthotropic rectangular plate is analysed. The plate has been considered simply supported in two opposite edges and general boundary conditions along the remainder edges. Matrix formulation, very convenient for programming on a digital computer, is used through the text. This technique is applied to an actual bridge deck and the results are compared with those obtained by means of the Guyon-Massonet-Rowe method |
Formato |
application/pdf |
Identificador | |
Idioma(s) |
eng |
Publicador |
E.T.S.I. Caminos, Canales y Puertos (UPM) |
Relação |
http://oa.upm.es/38367/1/SAMARTIN_019.pdf |
Direitos |
http://creativecommons.org/licenses/by-nc-nd/3.0/es/ info:eu-repo/semantics/openAccess |
Fonte |
Proceedings of the International Symposium on Folded Plates and Spatial Panel Structures | International Symposium on Folded Plates and Spatial Panel Structures | 23/09/1974 – 27/09/1974 | Udine, Italia |
Palavras-Chave | #Ingeniería Civil y de la Construcción #Mecánica |
Tipo |
info:eu-repo/semantics/conferenceObject Ponencia en Congreso o Jornada PeerReviewed |