The Busemann Method for Internally and Multiple Statically Indeterminate Systems

  • Hubert Rüsch
  • Dieter Jungwirth
  • Hubert K. Hilsdorf


For multiple statically indeterminate composite problems, the Dischinger approach leads to coupled linear differential equations which can be solved, but only with an extensive effort as Knittel demonstrated with the example of two-strand prestressing [19]. This problem can be avoided by using either an iteration method (see Part C, Section 6.2) or the method of the mean creep-inducing stress shown in Section 3.2.


Normal Force Composite Beam Extensive Effort Steel Stress Equivalent Cross 
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Copyright information

© Springer-Verlag New York Inc. 1983

Authors and Affiliations

  • Hubert Rüsch
    • 1
  • Dieter Jungwirth
    • 2
  • Hubert K. Hilsdorf
    • 3
  1. 1.Technische UniversitätMunichFederal Republic of Germany
  2. 2.Dyckerhoff & Widmann AGMunichFederal Republic of Germany
  3. 3.Institut für BaustofftechnologieUniversität KarlsruheKarlsruheFederal Republic of Germany

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