Some Basic Problems in the Design of Long Span Cable Stayed Bridges

  • F. de Miranda
Part of the International Centre for Mechanical Sciences book series (CISM, volume 316)


Design criteria for increasing the stiffness of long span cable stayed bridges are recalled and discussed.

Some new technical innovative solutions are proposed and analized.


Dead Load Live Load Cable Stay Bridge Cable Stay Temporary Support 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.


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  1. De Miranda F., Sylos Labini F.:Condizioni di ottimalizzazione del peso strutturale del ponte strallato con schema a ventaglio –Costruzion i Metalliche, n°1/1972.Google Scholar
  2. De Miranda F., Como M., Grimaldi A., Maceri F.: Basic Problems in Long Span Cable Stayed Bridges - Dept.of Structures, University of Calabria, Report n°25, 1979.Google Scholar
  3. De Miranda F.: Ponti strallati di grande luce Ed.Sc.A.Cremonese - Roma 1980.Google Scholar
  4. Gimsing N.J. Cable supported Bridges - Concept and Design John Wiley & Sons - 1982.Google Scholar
  5. De Miranda F.: Design - Long Span Bridges - International Symposium on Steel Bridges London 25–26 Feb.1988 - Institution of Civil Engineers.Google Scholar

Copyright information

© Springer-Verlag Wien 1991

Authors and Affiliations

  • F. de Miranda
    • 1
  1. 1.Politecnico di MilanoMilanoItaly

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