Exploració per tema "Cable-stayed bridge"
Ara es mostren els items 1-5 de 5
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Analysis of cable-stayed bridge construction
(International Association for Bridge and Structural Engineers (IABSE), 2017)
Text en actes de congrés
Accés restringit per política de l'editorialOne of the most important causes of the rapid progress of cable-stayed bridges in recent decades is the development of the construction techniques that made their erection possible. Cantilever method and temporary support ... -
Analytical observability method for the structural system identification of wide-flange box girder bridges with the effect of shear lag
(2021-11)
Article
Accés obertIn the field of bridge structural system identification (SSI), Bernoulli beam element models are often used to solve inverse problems. More rarely, Timoshenko beam element models can be calibrated. However, these models ... -
Creep and shrinkage effects in service stresses of concrete cable-stayed bridges
(2014-04)
Article
Accés restringit per política de l'editorialMost of the methods presented in the literature to define the target service stresses (Objective Service Stage, OSS) of cable-stayed bridges rarely include the time-dependent phenomena effects. Nevertheless, especially in ... -
Estudio del procedimiento constructivo de un puente atirantado
(Universitat Politècnica de Catalunya, 2019-09-29)
Treball Final de Grau
Accés obertEstudio del procedimiento constructivo de un puente atirantado -
Parametric simulation of non-symmetric cable-stayed bridges
(International Association for Bridge and Structural Engineers (IABSE), 2017)
Comunicació de congrés
Accés restringit per política de l'editorialThe rapid bloom of cable-stayed bridges has been propitiated by the development of erection techniques and improvements of construction materials. Nevertheless, the economic boom of the last decade has deflected attention ...