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Experimental study on the joint bearing behavior of segmented tower structures subjected to normal and bending shear loads

Author(s): ORCID (Institute of Concrete Structures, Technische Universität Dresden Dresden Germany)
(Institute of Concrete Structures, Technische Universität Dresden Dresden Germany)
(Max Bögl Wind AG Sengenthal Germany)
(Institute of Concrete Structures, Technische Universität Dresden Dresden Germany)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 23
Page(s): 1370-1384
DOI: 10.1002/suco.202100710
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.202100710.
  • About this
    data sheet
  • Reference-ID
    10659923
  • Published on:
    28/03/2022
  • Last updated on:
    13/08/2022
 
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