Figures & data
Fig. 1: The GEM Tower installed at the Vismarkt in Groningen (Eurosonic Noorderslag 2020) (source: Jorn Baars)
![Fig. 1: The GEM Tower installed at the Vismarkt in Groningen (Eurosonic Noorderslag 2020) (source: Jorn Baars)](/cms/asset/8cadb424-fbf1-40d2-9bbf-1ac39b408a55/tsei_a_1833398_f0001_oc.jpg)
Fig. 2: Steel structure of the Green Energy Mill towerCitation3
![Fig. 2: Steel structure of the Green Energy Mill towerCitation3](/cms/asset/127bbb20-15a8-4125-9d05-e8ac2ee33d14/tsei_a_1833398_f0002_ob.jpg)
Fig. 3 (a). Element with Luminescent Solar Collectors. (b). Fastening the footing of turbine over the folded elements at Eindhoven University of Technology (source: Bart van Overbeeke)
![Fig. 3 (a). Element with Luminescent Solar Collectors. (b). Fastening the footing of turbine over the folded elements at Eindhoven University of Technology (source: Bart van Overbeeke)](/cms/asset/75090610-548f-48d3-ac79-1c02b887c16b/tsei_a_1833398_f0003_oc.jpg)
Fig. 4: (a) 3D model of the structural analysis with three stay-cables; (b) uniform cross-sections; (c) non-uniform cross-sections; (d) variables of the cable analysis.Citation2,Citation3 H = Height; B = Base width
![Fig. 4: (a) 3D model of the structural analysis with three stay-cables; (b) uniform cross-sections; (c) non-uniform cross-sections; (d) variables of the cable analysis.Citation2,Citation3 H = Height; B = Base width](/cms/asset/0559b02f-1376-4d02-a612-98d519e905bb/tsei_a_1833398_f0004_oc.jpg)
Fig. 5: Weight of the structure in relation to the height and base width of the cable (Wind in x-dir)Citation2,Citation3
![Fig. 5: Weight of the structure in relation to the height and base width of the cable (Wind in x-dir)Citation2,Citation3](/cms/asset/783a9189-4497-42fb-aca4-9160d42f1701/tsei_a_1833398_f0005_oc.jpg)
Fig. 6: Module 1 (filled with 1 m3 of concrete and 1000 kg of steel); Module 2 (with a 3000 kg- BESS), and some of the main and secondary trusses previously installed. Platform panels are folded over module 2
![Fig. 6: Module 1 (filled with 1 m3 of concrete and 1000 kg of steel); Module 2 (with a 3000 kg- BESS), and some of the main and secondary trusses previously installed. Platform panels are folded over module 2](/cms/asset/6889cf47-7a97-4525-9810-1d8d49f8aa71/tsei_a_1833398_f0006_oc.jpg)
Fig. 7: (a) Connection of the main truss with module 1 and module 2; (b) tension mechanism between the main truss and the peripheral footing
![Fig. 7: (a) Connection of the main truss with module 1 and module 2; (b) tension mechanism between the main truss and the peripheral footing](/cms/asset/d7330bd1-0bc5-4680-b646-0c88b35525a9/tsei_a_1833398_f0007_oc.jpg)
Fig. 8: (a) Lifting frame attached to the crane to unfold the elements; (b) the unit is transported in two containers on a single side-loader truck
![Fig. 8: (a) Lifting frame attached to the crane to unfold the elements; (b) the unit is transported in two containers on a single side-loader truck](/cms/asset/dde7efcd-c7bb-4346-a7b2-c28cb1c92e5e/tsei_a_1833398_f0008_oc.jpg)