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Torsionstragverhalten von Betonhohlquerschnitten in geschlossenen und klaffenden Segmentfugen – Teil 3: Verifikation des Berechnungsmodells

Author(s): (Verheyen‐Ingenieure GmbH & Co. KG Hannah‐Arendt‐Straße 5 55543 Bad Kreuznach)
(Hochschule Mainz Fachbereich Technik Institute of Innovative Structures Holzstraße 36 55116 Mainz)
Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 6, v. 118
Page(s): 417-426
DOI: 10.1002/best.202300003
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.202300003.
  • About this
    data sheet
  • Reference-ID
    10707273
  • Published on:
    21/03/2023
  • Last updated on:
    02/09/2023
 
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