Example A. Stockholm Globe Arena, Sweden: simply supported post-tensioned beams (Prestressing)
Example B. Bridge near Yverdon, Switzerland: single-span beam for multispan continuous road bridge (Pre-tensioning and post-tensioning)
Example C. Kotka Bridge, Finland: five-span box girder road bridge (Incremental launching method)
Example D. Nadachigawa Bridge, Niigata, Japan: three-span box girder bridge for Hokuriku Expressway (Balanced cantilever method)
Example E. Eimeikan Bridge, Tokyo, Japan: two-span cable-stayed bridge (Cantilever method with adjustment of stay cables)
Example F. Rivoli Bianchi Bridge, Italy: single-span beam for double-track railway bridge (Design for fatigue)
Example G. Silo at Schelklingen, Germany: large-capacity silo for cement clinker (Post-tensioned cylindrical shell)
Example H. Grindel business centre, Bassersdorf, Switzerland: flat-slab office building (Partial prestressing of flat slabs with unbonded tendons)
