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Structural collapse assessment of the access bridge to Hydroelectric Plant “Pacífico Mascarenhas”

Author(s): (Federal University of Minas Gerais Belo Horizonte Brazil)
(Federal University of Minas Gerais Belo Horizonte Brazil)
(University of Porto Porto Portugal)
(University of Porto Porto Portugal)
(Federal University of Minas Gerais Belo Horizonte Brazil)
(University of São Paulo São Paulo Brazil)
(Federal University of Minas Gerais Belo Horizonte Brazil)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 5, v. 6
Page(s): 395-398
DOI: 10.1002/cepa.2034
Abstract:

The steel bridge popularly known as “Ponte da Usina”, is 54 meters long and is composed of 18 modules of 3 meters. Heavy rains that occurred on the night of 5 February 2013 at the top of the Serra do Cipó, caused an increase of the river level “Parauninha” of approximately 15 meters, causing destruction along its banks and the structural collapse of the bridge “Ponte da Usina”. This work describes the general bridge history and damages that have affected the structure in the past, the circumstances and the impacts of the collapse as well as the proposed alternatives for reconstruction of the collapsed bridge.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/cepa.2034.
  • About this
    data sheet
  • Reference-ID
    10767036
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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