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Entwicklung der Kriech‐ und Schwindmodelle für Betontragwerke in Österreich und Deutschland – Bewertung der Modelle hinsichtlich der Sensitivität einzelner Eingangsparameter

Author(s): (Universität für Bodenkultur Wien Institut für konstruktiven Ingenieurbau Peter Jordan Straße 82 1190 Wien Österreich)
(Faculty of Civil Engineering Brno University of Technology Veveří 331 Brno 60200 Czechia)
(Faculty of Civil Engineering Brno University of Technology Veveří 331 Brno 60200 Czechia)
(Ghent University Department of Structural Engineering and Building Materials Technologiepark‐Zwijnaarde 60 9052 Ghent Belgien)
Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 11, v. 116
Page(s): 821-836
DOI: 10.1002/best.202100075
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.202100075.
  • About this
    data sheet
  • Reference-ID
    10629603
  • Published on:
    01/10/2021
  • Last updated on:
    29/11/2021
 
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