Simplified Procedure for the Nonlinear Seismic Analysis of Bridges
| Data(s) |
1996
|
|---|---|
| Resumo |
The severe accidents suffered by bridges during recent earthquake show that more careful analysis are needed to guarantee their behaviour. In particular simplified non-linear analysis could be useful to bridge the gap between theoretical research and practical applications. This paper presents one of those simplified methods that can be applied for first designs or to retrofitting of groups of bridges. |
| Formato |
application/pdf |
| Identificador | |
| Idioma(s) |
eng |
| Publicador |
E.T.S.I. Aeronáuticos (UPM) |
| Relação |
http://oa.upm.es/22286/1/Simplified_procedure_for_the_nonlinear_seismic_analysis_of_bridges.pdf http://dx.doi.org/10.4203/ccp.39.9.4 |
| Direitos |
http://creativecommons.org/licenses/by-nc-nd/3.0/es/ info:eu-repo/semantics/openAccess |
| Fonte |
Advances in Finite Element Technology | 3rd. International Conference on Computational Structures Technology | 21/08/1996-23/08/1996 | Budapest, Hungary |
| Palavras-Chave | #Ingeniería Civil y de la Construcción |
| Tipo |
info:eu-repo/semantics/conferenceObject Ponencia en Congreso o Jornada NonPeerReviewed |
