Behavior of externally prestressed segmental towers' dry joint under torsion effects-Reference-Cited by-同舟云学术

Behavior of externally prestressed segmental towers' dry joint under torsion effects

Published:2019-03-28 Issue:4 Volume:20 Page:1350-1357
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Kang Chongjie¹,Hartwig Steffen¹^ORCID,Marx Steffen¹

Affiliation:

1. Institute of Concrete Construction Leibniz Universität Hannover Hannover Germany

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201800266

Reference17 articles.

1. Vorspannung bei Onshore-Windenergieanlagen

2. Vorgespannte hybridtürme für windenergieanlagen;Bögl S;Bauingenieur,2013

3. Design aspects of concrete towers for wind turbines

4. RombachG.Precast segmental box girder bridges with external prestressing ‐ Design and construction. Instituts Nationaux Des Sciences Appliquees Rennes 2002; 1–15.

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