Experimental study on the joint bearing behavior of segmented tower structures subjected to normal and bending shear loads
Author(s): |
Fabian Klein
(Institute of Concrete Structures, Technische Universität Dresden Dresden Germany)
Florian Fürll (Institute of Concrete Structures, Technische Universität Dresden Dresden Germany) Thorsten Betz (Max Bögl Wind AG Sengenthal Germany) Steffen Marx (Institute of Concrete Structures, Technische Universität Dresden Dresden Germany) |
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Medium: | journal article |
Language(s): | English |
Published in: | Structural Concrete, May 2022, n. 3, v. 23 |
Page(s): | 1370-1384 |
DOI: | 10.1002/suco.202100710 |
- About this
data sheet - Reference-ID
10659923 - Published on:
28/03/2022 - Last updated on:
13/08/2022