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Browsing by Subject "Cable-stayed bridge"

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Analysis of Eduardo Torroja's Tempul Aqueduct an important precursor of modern cable-stayed bridges, extradosed bridges and prestressed concrete

Lozano-Galant, José Antonio; Paya-Zaforteza, Ignacio (Elsevier, 2017)

[EN] This paper describes a study of the Tempul Aqueduct, one of the first structures designed and built by Eduardo Torroja. At a time when computers did not exist, Torroja's courage and innovation were outstanding. He was ...
Diseño estructural de una pasarela sobre la A-38, T.M de Sueca (Valencia)

Andreu García, Carlos (Universitat Politècnica de València, 2019-02-06)

[EN] The following thesis has his objective on the design and structural analysis of a pedestrian footbridge composed by two spiral spans of 35 meters length each and a main cable-sayed span of 60 meters length with a ...
Effects in service of the staggered construction of cable-stayed bridges built on temporary supports

Lozano Galant, José Antonio; Paya-Zaforteza, Ignacio; Turmo Coderque, José ("Technika", Vilnius Gediminas Technical University,, 2015)

Cable-stayed bridges can be rarely built on a single construction stage and staggered construction is commonly used. The effects of this staggered construction are not only economical as they might also play an important ...
Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports

Lozano-Galant, Jose A.; Paya-Zaforteza, I.; Xu, Dong; Turmo Coderque, José (Elsevier, 2012-07)

Traditionally the construction process of cable-stayed bridges is modeled according to the backward approach, as its calculation is much easier using an elastic analysis. In this approach the bridge is disassembled according ...
Modifications of the stress-state of cable-stayed bridges due to staggered construction of their superstructure

Lozano-Galant, Jose Antonio; Ruiz Ripoll, Lidia; Paya-Zaforteza I.; Turmo, José (VILNIUS GEDIMINAS TECH UNIV, SAULETEKIO AL 11, VILNIUS, LT-10223, LITHUANIA, 2014)

In current practice, the effects of the evolutionary erection of cable-stayed bridge superstructure are rarely included into the simulation of its tensioning process. In fact, stay forces in service are usually defined in ...

Now showing items 1-5 of 5

Browsing by Subject "Cable-stayed bridge"

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Browsing by Subject "Cable-stayed bridge"