Pontresina, Switzerland, 1997
- Temporary lightweight pedestrian bridge, installed each year in the fall and removed in the spring
- Two truss girder spans 2×12.50 m, adhesively-bonded joints in one span (fully load-bearing), bolted in the other span
- Additional structural safety through redundant truss and joint configuration
Effect of Natural Weathering on Durability of Pultruded Glass Fiber-Reinforced Bridge and Building StructuresJournal of Composites for Construction. 2016. Vol. 20, num. 1, p. 04015025. DOI : 10.1061/(Asce)Cc.1943-5614.0000589.
Long-term performance of a glass fiber-reinforced polymer truss bridgeJournal of Composites for Construction. 2007. Vol. 11, num. 1, p. 99-108. DOI : 10.1061/(ASCE)1090-0268(2007)11:1(99).
Towards structural forms for composite fibre materialsStructural Engineering International. 1999. Vol. 9, num. 4, p. 297-300.