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Author(s):

Medium: journal article
Language(s): English
Published in: Structural Engineering International, , n. 4, v. 6
Page(s): 271-274
DOI: 10.2749/101686696780496247
Abstract:

Stress ribbon bridges are efficient, "legible" structures whose behaviour corresponds to a cable hanging freely between supports and stabilized by weight. However, as the dead load increases, so does bending stiffness, resulting inevitably in unwelcome bending stresses at the supports. For this reason, stress ribbon bridges have usually been provided with relatively complicated deviation saddles. In this paper, the concept of a jointless, completely monolithic prestressed concrete stress ribbon bridge is presented, together with some design recommendations.

  • About this
    data sheet
  • Reference-ID
    10003677
  • Published on:
    19/09/2002
  • Last updated on:
    28/10/2016
 
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