Search Results - "Calçada, Rui Artur Bartólo"

Fatigue Strength Evaluation of Resin-Injected Bolted Connections Using Statistical Analysis by Correia, José António Fonseca de Oliveira, Pedrosa, Bruno Alexandre Silva, Raposo, Patrícia Cordeiro, De Jesus, Abílio Manuel Pinho, dos Santos Gervásio, Helena Maria, Lesiuk, Grzegorz Stanisław, da Silva Rebelo, Carlos Alberto, Calçada, Rui Artur Bartólo, da Silva, Luís Alberto Proença Simões

“…Different strategies can be used to perform reparations and reinforcements of ancient bolted and riveted metallic bridges. As the riveting process is not…”
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Influence of the Double Composite Action Solution in the Behavior of a High-Speed Railway Viaduct by Antonio Peixer Miguel de Antonio, Marco, Carvalho, Hermes, Montenegro, Pedro Aires, Correia, José Antonio, Bittencourt, Túlio Nogueira, Calçada, Rui Artur Bártolo, Guo, Tong

“…Abstract This paper addresses the dynamic behavior of the La Scarpe viaduct, which consists of a continuous nine-span steel–concrete composite bridge belonging…”
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Hybrid Fiber-Optic/Electrical Measurement System for Characterization of Railway Traffic and Its Effects on a Short Span Bridge by da Costa Marques Pimentel, R.M., Beirao Barbosa, M.C., Costa, N.M.S., Ribeiro, D.R.F., de Almeida Ferreira, L.A., Araujo, F.M.M., Calcada, R.A.B.

“…The characterization of traffic effects on a short span railway bridge in Northern Portugal with a new hybrid platform that allows the simultaneous assessment…”
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Numerical modeling of vibrations induced by railway traffic in tunnels: From the source to the nearby buildings by Lopes, Patrícia, Costa, P. Alves, Ferraz, M., Calçada, R., Cardoso, A. Silva

“…In this paper, a numerical approach for the prediction of vibrations induced in buildings due to railway traffic in tunnel is proposed. The numerical method is…”
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Avaliação Experimental e Numérica de Efeitos Dinâmicos de Cargas de Tráfego em Pontes Rodoviárias by Calçada, Rui Artur Bártolo

“…O principal objectivo da presente dissertação foi o desenvolvimento de ferramentas para a avaliação de efeitos dinâmicos decorrentes da actuação de cargas de…”
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