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Experimental and analytical study on the load‐bearing capacity of segmented tower structures with dry joints under combined loading

Author(s): ORCID (Institute of Concrete Structures Technische Universität Dresden Dresden Germany)
(MKP GmbH Hannover Germany)
(Meihorst und Partner GmbH Hannover Germany)
ORCID (Institute of Concrete Structures Technische Universität Dresden Dresden Germany)
(Max Bögl Wind AG Neumarkt in der Oberpfalz Germany)
(Institute of Concrete Structures Technische Universität Dresden Dresden Germany)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 5, v. 25
Page(s): 3347-3360
DOI: 10.1002/suco.202300873
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/suco.202300873.
  • About this
    data sheet
  • Reference-ID
    10783851
  • Published on:
    20/06/2024
  • Last updated on:
    10/11/2024
 
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