Avaliação da fadiga à flexão em pontes hiperestáticas com duas longarinas retas em concreto armado

The goal of this paper is to evaluate the structural behavior of beams of hyperstatic reinforced concrete bridges subjected by static and cyclic loads, represented by design vehicles. For that matter, four models of bridges are proposed, each one with different proportion between cantilever and span...

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Príomhchruthaitheoir: Braz, Daniel Higor Leite Braz
Rannpháirtithe: Silva Filho, José Neres da
Formáid: bachelorThesis
Teanga:pt_BR
Foilsithe / Cruthaithe: Universidade Federal do Rio Grande do Norte
Ábhair:
NBR
Rochtain ar líne:https://repositorio.ufrn.br/handle/123456789/40824
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