A computer program for bridge retrofitting
Data(s) |
1997
|
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Resumo |
This paper summarizes the work developed in order to establish a framework for seismic retrofitting of bridges. In this context, the first objetive is to find a numerical model to evaluate the damage induced in a structure, under seismic action, as an index of its vulnerability. The model used has the adventage that is based on concepts of fracture mechanics and concentrated plasticity. As a result, the work is based on basic principles. The performance of this model is being evaluated. Some results of the computer program developed for this purpose are shown. |
Formato |
application/pdf |
Identificador | |
Idioma(s) |
eng |
Publicador |
E.T.S.I. Industriales (UPM) |
Relação |
http://oa.upm.es/21976/2/A_computer_program_for_bridge.pdf http://www.ril.fi/en/ |
Direitos |
http://creativecommons.org/licenses/by-nc-nd/3.0/es/ info:eu-repo/semantics/openAccess |
Fonte |
Computers in the practice of building and civil engineering: symposium reports | Behaviour of Steel Structures in Seismic Areas : Stessa 1997 | 03/08/1997-08/08/1997 | Kioto, Japon |
Palavras-Chave | #Ingeniería Civil y de la Construcción |
Tipo |
info:eu-repo/semantics/conferenceObject Ponencia en Congreso o Jornada NonPeerReviewed |