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Zur Ermittlung der Verformungen von Stahlbetonbauteilen im Grenzzustand der Gebrauchstauglichkeit

Author(s):
Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 1, v. 105
Page(s): 43-52
DOI: 10.1002/best.200900041
Abstract:

About the Calculation of Displacements of Reinforced Concrete Members in the Servicebility Limit State

In Beton- und Stahlbetonbau 104, issue 8, the determination of axial tensile force - average strain, respectively bending moment - average curvature diagrams, in order to calculate the displacements of reinforced concrete members, were explained. A calculation model for the deformations, an approximation of it, and their practical applications are explained. Finally, a method for preliminary dimensioning with accompanying diagrams and tables is presented.

Keywords:
curvature deflection
Available from: Refer to publisher
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/best.200900041.
  • About this
    data sheet
  • Reference-ID
    10058587
  • Published on:
    17/11/2010
  • Last updated on:
    13/08/2014
 
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