2018
DOI: 10.1016/j.jtte.2018.10.002
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On the cyclic behaviour of new pier-to-deck connections for short-medium span composite I-girder bridges

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Cited by 2 publications
(4 citation statements)
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“…For this reason, in the new configurations, the steel flanges are not inserted into the CCB and the height of the head plate is limited (Figure 2). A broad description of these typologies and of the experimental texts can be found in Abbiati et al, [6] and Paolacci et al, [7]. In what follows the vulnerability of the selected bridge with CCB3 (see Figure 2b) is analyzed in the framework of PBEE.…”
Section: Description Of the Case Studymentioning
confidence: 99%
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“…For this reason, in the new configurations, the steel flanges are not inserted into the CCB and the height of the head plate is limited (Figure 2). A broad description of these typologies and of the experimental texts can be found in Abbiati et al, [6] and Paolacci et al, [7]. In what follows the vulnerability of the selected bridge with CCB3 (see Figure 2b) is analyzed in the framework of PBEE.…”
Section: Description Of the Case Studymentioning
confidence: 99%
“…This model (Figure 3) was used to analytically reproduce the experimental texts executed on I-girder subassemblies of the bridge. In [7] the results of the test campaign are presented and discussed. The aim was the definition of a refined model that faithfully approximates the real behavior of the sample and that allows the extension of the model to several cases.…”
Section: Numerical Modeling Of Concrete Cross Beam -Steel Girder Connectionmentioning
confidence: 99%
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