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Loadbearing structures and detailed design
This chapter provides an overview of the structural engineering plus special aspects of the design. A structural model must be devised for the structural calculations. It is easy to see that the primary structure comprises the tower and the foundation, whereas mast extension, antenna platforms and plant floor are secondary structures. The structural analysis of a tower begins with an analysis of the vibrations. Prestressing forces applied by tendons can be considered as actions due to the anchorage and change‐of‐direction forces, or as active internal forces. The chapter discusses the design of onshore and offshore wind turbine support structures. It talks about the analysis of serviceability limit state and fatigue limit state. Finally, the chapter describes the design of construction nodes and foundation design for calculating the internal forces.
Loadbearing structures and detailed design
This chapter provides an overview of the structural engineering plus special aspects of the design. A structural model must be devised for the structural calculations. It is easy to see that the primary structure comprises the tower and the foundation, whereas mast extension, antenna platforms and plant floor are secondary structures. The structural analysis of a tower begins with an analysis of the vibrations. Prestressing forces applied by tendons can be considered as actions due to the anchorage and change‐of‐direction forces, or as active internal forces. The chapter discusses the design of onshore and offshore wind turbine support structures. It talks about the analysis of serviceability limit state and fatigue limit state. Finally, the chapter describes the design of construction nodes and foundation design for calculating the internal forces.
Loadbearing structures and detailed design
Grünberg,, Jüurgen (Herausgeber:in) / Göhlmann, Joachim (Herausgeber:in)
Concrete Structures for Wind Turbines ; 107-190
09.10.2013
84 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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