1.1 Latest reports
1.2 Analytical tests
1.2.1 Structural tests
1.2.1.1 Decay test
1.2.1.2 Spring test
1.2.1.3 Nonlinear spring test
1.2.1.4 Static pull: one-element model
1.2.1.5 Weight: one-element model
1.2.1.6 Blade structural offsets
1.2.1.7 Timoshenko Blade
1.2.1.8 Blade decay test
1.2.1.9 Blade rotational inertia
1.2.1.10 Fatigue test
1.2.1.11 Blade shear center offset
1.2.2 Unit tests
1.2.2.1 Euler-Bernoulli element with shear/mass center offsets
1.2.3 Environmental conditions
1.2.3.1 IEC extreme winds
1.2.4 Control system
1.2.4.1 Emergency stop
1.2.5 Aerodynamics
1.2.5.1 Cylindrical blade
1.2.5.2 One airfoil blade fixed
1.2.5.3 One airfoil blade
1.2.5.4 Aerodynamical reference point eccentricity
1.2.5.5 Tower shadow
1.2.5.6 BEM - velocity triangle video
1.2.6 Hydrodynamics
1.2.6.1 Morison test
1.3 Benchmarking tests
1.3.1 Benchmark from Bell (1987)
1.3.1.1 Cantilever beam
1.3.1.2 Cantilever beam with two simple supports
1.3.2 Benchmark from Irgens (1985)
1.3.3 Benchmark from MacNeal (1985)
1.3.3.1 Curved beam
1.3.3.2 Straight beam
1.3.3.3 Twisted beam
1.3.4 DTU 10-MW Benchmarks
1.3.4.1 DTU 10-MW steady state performance
1.3.4.2 DTU 10-MW steady state performance, stiff blades
1.3.4.3 DTU 10-MW blade eigenfrequencies
1.3.4.4 DTU 10-MW steady state performance, Timoshenko blades
1.3.4.5 DTU 10-MW steady state performance, Timoshenko blades and rotational inertia
1.3.4.6 DTU 10-MW steady state performance, Timoshenko blades and offsets
1.3.5 OC3 Benchmarks
1.3.5.1 OC3 Phase I
1.3.5.1.1 Load case 1.2
1.3.6 IEA 15-MW Benchmarks
1.3.6.1 IEA 15-MW steady state performance
1.3.6.2 IEA 15-MW blade eigenfrequencies
1.3.6.3 IEA 15-MW monopile weight
1.3.6.4 IEA 15-MW tubular tower weight
1.3.7 MacCamy-Fuchs test
1.3.8 Dynamic stall test
1.3.9 Stream function test
1.3.9.1 Peeringa benchmark
1.3.9.2 Fenton benchmark