Structural engineering for the Elizabeth line: Rigorous assessment of existing overhead line gantries for the Elizabeth line

• Simon Fryer ^[1] ; Matthew Crouchman ^[1] ; Thomas Eckhart ^[1]
  1. [1] BuroHappold Ltd
• Localización: The Structural Engineer: journal of the Institution of Structural Engineer, ISSN 1466-5123, Vol. 96, Nº. 7, 2018, págs. 90-94
• Idioma: inglés
• Texto completo no disponible (Saber más ...)
• Resumen

  • The Elizabeth line will use above-ground sections of existing Great Eastern and Great Western tracks between Stratford and Maidenhead where new overhead line equipment (OLE) and traction power supply will be installed.

    The OLE is supported by gantries of various types and confi gurations. In the case of the Great Eastern, the gantries date from the electrifi cation of UK railways in the 1940s.

    Initial structural assessment carried out had shown that existing gantries on the route were inadequate to carry increased loading from the upgraded OLE.

    However, a rigorous procedure incorporating detailed non-linear structural analysis was developed that eliminated some of the inherent conservatism in traditional codifi ed approaches. Particular benefi t was found in the case of the many types of slender structure where buckling was a governing factor. Using non-linear techniques, it was possible to demonstrate that families of structures were suitable for incorporation in the Crossrail (Elizabeth line) scheme.

    This paper describes the approach that was used. The project is remarkable for signifi cant programme and cost savings that were accomplished using sophisticated engineering analysis. It is also noteworthy from a sustainability point of view, as it allowed the existing infrastructure to be reused.