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Tragwerksplanung und Rohbauausführung des neuen Henninger Turm


Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 5, v. 111
Page(s): 319-329
DOI: 10.1002/best.201600007

Structural design and construction of the new Henninger Turm

The following paper covers special issues and solutions on the structural design and construction of the new Henninger Turm in Frankfurt. The 140 m tall high-rise building susceptible to structure oscillations demanded special efforts in the design of the bracing structural elements, the foundation and the structural modelling. The first part of the paper focuses on how the ambitious architetural design by MSW - Meixner Schlüter Wendt was adopted in a maximum space and cost-efficient structural design in which the contrary building types, high-rise building and base structure, were combined jointless. The second part shows special construction solutions due to which the complete shell construction could be completed in somewhat more than 1½ years.

building execution structural engineering high-rise building Frankfurt outrigger
Available from: Refer to publisher

Structures and Projects

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.201600007.
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