Strengthening to seismic action of reinforced columns with rectangular cross-section

The first part of this research work regards the assessment of the mathematical modelling of reinforced concrete columns confined with carbon fibre (CFRP) sheets under axial loading. The purpose was to evaluate existing analytical models, contribute to possible improvements and choose the best model...

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Detalhes bibliográficos
Autor principal: Marques, Pedro Gonçalo Faustino (author)
Formato: doctoralThesis
Idioma:eng
Publicado em: 2015
Assuntos:
Reinforced concrete columns
Seismic behaviour
External longitudinal strengthening
Confinement
Stainless steel strengthening
CFRP strengthening
Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil
Texto completo:http://hdl.handle.net/10362/15796
País:Portugal
Oai:oai:run.unl.pt:10362/15796

Texto Completo

http://hdl.handle.net/10362/15796

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