Page 237 - Wind Energy Handbook
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BASIS FOR DESIGN LOADS                                                 211


             these systems to the overall design process is emphasized by placing them at the
             start of the document. Final sections deal with operation and maintenance, noise
             and lightning protection.


             5.1.4  Danish Standard DS 472

             DS 472 bases the derivation of design-extreme wind speeds on four terrain classes,
             ranging from the very smooth (expanses of water) to the very rough (e.g., built-up
             areas). The base wind velocity is taken to be the same all over Denmark, so the
             result is four alternative profiles of wind speed variation with height. The philoso-
             phy behind the selection of design load cases in the Danish standard is similar to
             that in IEC-1400 and the GL rules, although the number of load cases is fewer.
             Similarly, the requirements for the control and safety systems are again clearly set
             out. DS 472 is distinctive in that it includes detailed treatments of the derivation of
             simplified fatigue load spectra for a three-bladed, stall-regulated machine of up to
             25 m diameter and a method of calculating gust response factors for the blades and
             the tower.



             5.2   Basis for Design Loads

             5.2.1  Sources of loading

             The sources of loading to be taken into account may be catagorized as follows:

             • aerodynamic loads,
             • gravitational loads,

             • inertia loads (including centrifugal and gyroscopic effects), and
             • operational loads arising from actions of the control system (e.g., braking,
               yawing, blade-pitch control, generator disconnection).



             5.2.2  Ultimate loads

             The load cases selected for ultimate load design must cover realistic combinations
             of a wide range of external wind conditions and machine states. It is common
             practice to distinguish between normal and extreme wind conditions on the one
             hand, and between normal machine states and fault states on the other. The load
             cases for design are then chosen from:

             • normal wind conditions in combination with normal machine states,
             • normal wind conditions in combination with machine fault states, or
             • extreme wind conditions in combination with normal machine states.
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